icc-es evaluation report esr-1169 - metal dek evaluation reports are not to be construed as...

94
ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2011 Page 1 of 94 ICC-ES Evaluation Report ESR-1169 Reissued June 1, 2011 This report is subject to renewal in two years. www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ® DIVISION: 05 00 00—METALS Section: 05 31 00—Steel Decking Section: 05 31 13—Steel Floor Decking Section: 05 31 23—Steel Roof Decking Section: 05 36 00—Composite Metal Decking REPORT HOLDER: CONSOLIDATED SYSTEMS, INC. (CSi ® ) POST OFFICE BOX 1756 COLUMBIA, SOUTH CAROLINA 29202 (888)335-3746 www.metaldek.com EVALUATION SUBJECT: CSi ® STEEL FLOOR AND ROOF DECK PANELS: B, N AND F-DEK ROOF DECK PANELS; VERSA-DEK ® ROOF DECK PANELS; VERSA-DEK ® ACOUSTICAL ROOF DECK PANELS; COMPOSITE FLOOR DEK (CFD) FLOOR DECK PANELS; S, HD, EHD, SD AND ISD-DEK FORM DECK PANELS 1.0 EVALUATION SCOPE Compliance with the following code: 2006 International Building Code ® (IBC) Property evaluated: Structural 2.0 USES The CSi ® steel deck panels are used in floor and roof decks to support the code-required appropriate floor and roof loads. 3.0 DESCRIPTION 3.1 General: The deck panels are cold-formed from steel sheets into panels with fluted sections having galvanized, galvanized/painted, phosphatized/painted or non- phosphatized/painted finishes. Panel dimensions and profiles are as shown in the accompanying tables and figures. The galvanized and galvanized/painted deck panels are formed from ASTM A 653 steel, with a minimum G40 galvanization coating designation. Galvanized/painted finished deck panels have a primed painted bottom surface. The phosphatized/painted and non-phosphatized/painted deck panels are formed from ASTM A 1008 steel. Phosphatized/painted finished deck panels have an iron phosphate coating on the top surface and a primed painted bottom surface. Non-phosphatized/painted finished deck panels have a chrome- or non-chrome-based coating on the top surface and a primed painted bottom surface. 3.2 Roof Decks: 3.2.1 B-Dek, B-Dek ES and B-Dek ES Interlocking Panels: The roof deck panels are cold-formed from galvanized or galvanized/painted, cold-rolled mill-finished phosphatized/painted or non-phosphatized/painted, SS Grade 40 steel. The deck panels are fluted sections as shown in the accompanying profile drawings, and are available in design thicknesses ranging from No. 16 to No. 22 gage [0.0598 inch (1.52 mm) to 0.0295 inch (0.749 mm)]. 3.2.2 B80 Dek, B80 Dek ES and B80 Dek ES Interlocking Panels: The roof deck panels are cold-formed from galvanized or galvanized/painted, cold-rolled mill- finished phosphatized/painted or non-phosphatized/painted, SS Grade 80 steel. The decks are fluted sections as shown in the accompanying profile drawings, and are available in design thicknesses ranging from No. 16 to No. 22 gage [0.0598 inch (1.52 mm) to 0.0295 inch (0.749 mm)]. 3.2.3 N-Dek, N-Dek Interlocking and N-Dek ES Interlocking Panels: The roof deck panels are cold-formed from galvanized or galvanized/painted, cold-rolled mill- finished phosphatized/painted or non-phosphatized/painted, SS Grade 40 steel. The decks are fluted sections as shown in the accompanying profile drawings, and are available in design thicknesses ranging from No. 16 to No. 22 gage [0.0598 inch (1.52 mm) to 0.0295 inch (0.749 mm)]. 3.2.4 F-Dek Panels: The roof deck panels are cold-formed from galvanized or galvanized/painted, cold-rolled mill- finished phosphatized/painted or non-phosphatized/painted, SS Grade 40 steel. The decks are fluted sections as shown in the accompanying profile drawings, and are available in design thicknesses ranging from No. 16 to No. 22 gage [0.0598 inch (1.52 mm) to 0.0295 inch (0.749 mm)]. 3.2.5 Versa-Dek ® S, S ES, LS, LS ES and 3.5LS Deck Panels: The roof deck panels are cold-formed from galvanized mill-finished or primer-painted, SS Grade 40 steel. The deck panels are fluted sections as shown in the accompanying profile drawings, S, S ES, LS, LS ES panels and are available in design thicknesses ranging from No. 16 to No. 22 gage [0.0598 inch (1.52 mm) to 0.0295 inch (0.749 mm)]. 3.5LS panels are available in design thicknesses ranging from No. 16 to No. 20 gage [0.0598 inch (1.52 mm) to 0.0358 inch (0.909 mm)]. 3.2.6 Versa-Dek ® S Acoustical, S ES Acoustical, LS Acoustical, LS ES Acoustical and 3.5 LS Acoustical Deck Panels: The roof deck panels are the same as described in Section 3.2.5, except the bottom flange of the panels is perforated with holes.

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Page 1: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report.

Copyright © 2011 Page 1 of 94

ICC-ES Evaluation Report ESR-1169 Reissued June 1, 2011 This report is subject to renewal in two years.

www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ®

DIVISION: 05 00 00—METALS Section: 05 31 00—Steel Decking Section: 05 31 13—Steel Floor Decking Section: 05 31 23—Steel Roof Decking Section: 05 36 00—Composite Metal Decking

REPORT HOLDER:

CONSOLIDATED SYSTEMS, INC. (CSi®) POST OFFICE BOX 1756 COLUMBIA, SOUTH CAROLINA 29202 (888)335-3746 www.metaldek.com

EVALUATION SUBJECT:

CSi® STEEL FLOOR AND ROOF DECK PANELS: B, N AND F-DEK ROOF DECK PANELS; VERSA-DEK® ROOF DECK PANELS; VERSA-DEK® ACOUSTICAL ROOF DECK PANELS; COMPOSITE FLOOR DEK (CFD) FLOOR DECK PANELS; S, HD, EHD, SD AND ISD-DEK FORM DECK PANELS

1.0 EVALUATION SCOPE Compliance with the following code: 2006 International Building Code® (IBC) Property evaluated: Structural

2.0 USES The CSi® steel deck panels are used in floor and roof decks to support the code-required appropriate floor and roof loads.

3.0 DESCRIPTION

3.1 General:

The deck panels are cold-formed from steel sheets into panels with fluted sections having galvanized, galvanized/painted, phosphatized/painted or non-phosphatized/painted finishes. Panel dimensions and profiles are as shown in the accompanying tables and figures.

The galvanized and galvanized/painted deck panels are formed from ASTM A 653 steel, with a minimum G40 galvanization coating designation. Galvanized/painted finished deck panels have a primed painted bottom surface.

The phosphatized/painted and non-phosphatized/painted deck panels are formed from ASTM A 1008 steel. Phosphatized/painted finished deck panels have an iron phosphate coating on the top surface and a primed painted bottom surface. Non-phosphatized/painted finished deck panels have a chrome- or non-chrome-based coating on the top surface and a primed painted bottom surface.

3.2 Roof Decks:

3.2.1 B-Dek, B-Dek ES and B-Dek ES Interlocking Panels: The roof deck panels are cold-formed from galvanized or galvanized/painted, cold-rolled mill-finished phosphatized/painted or non-phosphatized/painted, SS Grade 40 steel. The deck panels are fluted sections as shown in the accompanying profile drawings, and are available in design thicknesses ranging from No. 16 to No. 22 gage [0.0598 inch (1.52 mm) to 0.0295 inch (0.749 mm)].

3.2.2 B80 Dek, B80 Dek ES and B80 Dek ES Interlocking Panels: The roof deck panels are cold-formed from galvanized or galvanized/painted, cold-rolled mill-finished phosphatized/painted or non-phosphatized/painted, SS Grade 80 steel. The decks are fluted sections as shown in the accompanying profile drawings, and are available in design thicknesses ranging from No. 16 to No. 22 gage [0.0598 inch (1.52 mm) to 0.0295 inch (0.749 mm)].

3.2.3 N-Dek, N-Dek Interlocking and N-Dek ES Interlocking Panels: The roof deck panels are cold-formed from galvanized or galvanized/painted, cold-rolled mill-finished phosphatized/painted or non-phosphatized/painted, SS Grade 40 steel. The decks are fluted sections as shown in the accompanying profile drawings, and are available in design thicknesses ranging from No. 16 to No. 22 gage [0.0598 inch (1.52 mm) to 0.0295 inch (0.749 mm)].

3.2.4 F-Dek Panels: The roof deck panels are cold-formed from galvanized or galvanized/painted, cold-rolled mill-finished phosphatized/painted or non-phosphatized/painted, SS Grade 40 steel. The decks are fluted sections as shown in the accompanying profile drawings, and are available in design thicknesses ranging from No. 16 to No. 22 gage [0.0598 inch (1.52 mm) to 0.0295 inch (0.749 mm)].

3.2.5 Versa-Dek® S, S ES, LS, LS ES and 3.5LS Deck Panels: The roof deck panels are cold-formed from galvanized mill-finished or primer-painted, SS Grade 40 steel. The deck panels are fluted sections as shown in the accompanying profile drawings, S, S ES, LS, LS ES panels and are available in design thicknesses ranging from No. 16 to No. 22 gage [0.0598 inch (1.52 mm) to 0.0295 inch (0.749 mm)]. 3.5LS panels are available in design thicknesses ranging from No. 16 to No. 20 gage [0.0598 inch (1.52 mm) to 0.0358 inch (0.909 mm)].

3.2.6 Versa-Dek® S Acoustical, S ES Acoustical, LS Acoustical, LS ES Acoustical and 3.5 LS Acoustical Deck Panels: The roof deck panels are the same as described in Section 3.2.5, except the bottom flange of the panels is perforated with holes.

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3.3 Composite Deck Panels:

3.3.1 CFD-1.5, CFD-1.5 ES Interlocking, CFD-2 Interlocking, CFD-3 Interlocking and CFD-3 ES Interlocking Composite Deck Panels: The deck panels are fluted sections with web embossments as shown in the accompanying profile drawings, and are available in design thicknesses ranging from No. 16 to No. 22 gage [0.0598 inch (1.52 mm) to 0.0295 inch (0.749 mm)]. The No. 16 and No. 18 gage [0.0598 inch (1.52 mm) and 0.0474 inch (1.20 mm)] thick panels are cold-formed from galvanized or galvanized/painted, cold-rolled mill-finished phosphatized/ painted or non-phosphatized/painted, SS Grade 40 steel. The No. 20 and No. 22 gage [0.0358 inch (0.909 mm) and 0.0295 inch (0.749 mm)] thick panels are cold-formed from galvanized, cold-rolled mill-finished phosphatized or non-phosphatized/painted SS Grade 50 steel.

3.3.2 Concrete Fill Requirements for Composite Deck Panels: The deck panels described in Section 3.3.1 are designed to act compositely with normal-weight or structural sand lightweight (structural lightweight) concrete fill, incorporating rock or expanded shale aggregates, having a minimum 28-day compressive strength of 3,000 psi (20.7 MPa). Normal-weight structural concrete [w = 145 ± pcf (2323 kg/m3)] must contain coarse aggregate conforming to ASTM C 33; structural lightweight concrete fill [w = 110 ± pcf (1762 kg/m3), not exceeding 115 pcf (1842 kg/m3)] must contain light coarse aggregate conforming to ASTM C 330. The concrete must extend a minimum of 2 inches (51 mm) above the top surface of the steel deck panel, and must be reinforced with minimum 6-by-6 W1.4-by-W1.4 steel welded-wire reinforcement complying with ASTM A 185, placed at the approximate center of the concrete fill. If fill in excess of 31/4 inches (82 mm) is used, the concrete must be reinforced in each direction with steel of a cross-sectional area (in square inches per linear foot) equal to 0.01 times the depth of fill over the top of the deck panel.

3.4 Form Deck Panels:

3.4.1 S-Dek Panels: The panels are cold-formed from galvanized or galvanized/painted, cold-rolled mill-finished phosphatized/painted or non-phosphatized/painted, SS Grade 80 steel. The deck panels are fluted sections as shown in the accompanying profile drawings, and are available in design thicknesses ranging from No. 22 to No. 28 gage [0.0295 inch (0.749 mm) to 0.0149 inch (0.380 mm)].

3.4.2 HD-Dek and EHD-Dek Panels: The panels are cold-formed from galvanized or galvanized/painted, cold-rolled mill-finished phosphatized/painted or non-phosphatized/painted, SS Grade 80 steel. The deck panels are fluted sections as shown in the accompanying profile drawings, and are available in design thicknesses ranging from No. 20 to No. 26 gage [0.0358 inch (0.909 mm) to 0.0179 inch (0.455 mm)].

3.4.3 SD-Dek and ISD-Dek Panels: The panels are cold-formed from galvanized or galvanized/painted, cold-rolled mill-finished phosphatized/painted or non-phosphatized/painted steel. The deck panels are fluted sections as shown in the accompanying profile drawings, and are available in design thicknesses ranging from No. 16 to No. 26 gage [0.0598 inch (1.52 mm) to 0.0179 inch (0.455 mm)]. The No. 16 through No. 22 gage [0.0598 inch (1.52 mm) through 0.0295 inch (0.749 mm)] thick panels are cold-formed from SS Grade 40 steel; the No. 24 and No. 26 gage [0.0238 inch (0.605 mm) and 0.0179 inch (0.455 mm)] thick panels are cold-formed from SS Grade 80 steel.

3.4.4 Concrete Fill Requirements for Form Deck Panels: Form deck panels are designed to support the wet weight of lightweight insulating concrete fill. When used with the panels described in Sections 3.4.1 through 3.4.3, the lightweight insulating concrete fill must be at least 21/2 inches (64 mm) thick over the top flutes. The lightweight insulating concrete mixes used must be Elastizell, manufactured by Cell-Crete Corporation; Zonolite, manufactured by Siplast, Inc.; or Lite-Crete, manufactured by Lite-Crete, Inc., and must comply with the following specifications:

a. Oven-dry weight of 25 to 30 pounds per cubic foot (400 to 480 kg/m3).

b. 1-to-6 ratio by volume of cement to aggregate.

c. Aggregate must comply as a Group 1 aggregate per ASTM C 332. The lightweight aggregate must be tested in accordance with ASTM C 495, and must have a minimum compressive strength of 140 psi (0.96 Mpa).

3.5 Dek-Lok® ISL System:

The Dek-Lok® ISL shear and flexibility design values only apply to B-Dek® ES Interlocking, N-Dek® ES Interlocking, N-Dek® Interlocking, CFD-1.5 ES Interlocking, CFD-2 Interlocking, CFD-3 Interlocking and CFD-3 ES Interlocking deck profiles. This system consists of the ISL side seam attachment system installed per Figure 5 on roof deck designated B-Dek® ES Interlocking, N-Dek® ES Interlocking and N-Dek® Interlocking, and floor deck designated CFD-1.5 ES Interlocking, CFD-2 Interlocking, CFD-3 Interlocking and CFD-3 ES Interlocking. A Dek-Lok® ISL seam attachment is comprised of three rectangular tabs 1/4 inch wide (6 mm) by 7/16 inch high (11 mm), and punches 5/8 inch (16 mm) on center that cut through on three sides and bend the punched-out material 90 degrees from the side lap standing seam interlock. The allowable diaphragm shear values, and the flexibility factors with the ISL seam attachment, are set forth in Tables 40, 41, 42, 51, 52 and 53.

4.0 DESIGN AND INSTALLATION 4.1 Design:

Allowable gravity and wind uplift loads must be based on section properties shown in Table 1. Allowable reactions based on web crippling must not exceed values in Tables 2A through 2C. Allowable diaphragm values are shown in Tables 4 through 18 and 29 through 81. Allowable superimposed loads on composite slabs are shown in Tables 19 through 28.

The section properties and allowable load tables in this report are established using the design thicknesses of the deck panels noted in Table 1 of this report. Additional design criteria are set forth in the “Table Notes” preceding the figures and tables in this report.

The one-third stress increase permitted for Allowable Stress Design, for load combinations in IBC Section 1605.3.2 including wind or seismic forces, must not be used for shear values in the diaphragm tables.

The allowable tension (uplift) load for arc spot welds fastening steel sheets to supporting members must be calculated in accordance with Section E2.2.2 of AISI-NAS.

The diaphragm design must take into account the following considerations:

1. Diaphragm classification (flexible or rigid) must comply with IBC Section 1602; the diaphragm deflection (∆) must be calculated using the equations noted in the Diaphragm Flexibility Limitations Table (Table 3).

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2. Diaphragm flexibility limitations must comply with Table 3.

3. Diaphragm deflection limits must comply with ASCE 7 Sections 12.10.1 and 12.12.2.

4. Horizontal shears must be distributed in accordance with ASCE 7 Sections 12.8.4 and 12.9.5.

4.2 Vertical Composite Load:

The allowable superimposed load tables give one-, two- or three-span conditions for construction loading with maximum spans to be used without midspan shoring and the allowable superimposed loads based on a simple-span condition for composite behavior. The determination of shoring limits for the tables are based on the strength or deflection of the deck section using a construction uniform live load of 20 psf (957.6 Pa) or a concentrated construction live load of 150 lbf (667.5 N).

4.3 Installation:

4.3.1 General: The deck panels must be installed in accordance with this report and CSi’s published installation guidelines and instructions. If there is a conflict between CSi’s published installation guidelines and instructions and this report, this report governs.

4.3.2 Concrete-filled Phosphatized/painted or Galvanized/painted Deck Panels: Concrete-filled phosphatized/painted or galvanized/painted deck panels must be installed with the phosphatized or galvanized deck panel face in contact with the concrete and the prime painted deck panel surface on the underside. The deck panel must be clean and free of foreign materials prior to placement of concrete.

4.3.3 Special Inspection:

4.3.3.1 Concrete: Continuous special inspection for concrete and concrete reinforcement must be in accordance with IBC Section 1704.4. The inspector’s duties include sampling and testing, and verification of concrete mixes, reinforcement types and placement, and concrete placement.

4.3.3.2 Jobsite Welding: Continuous or periodic special inspection for welding must be in accordance with IBC Section 1704.3. Prior to proceeding, the welder must demonstrate his ability to produce the prescribed weld to the special inspector’s satisfaction. The special inspector’s duties include verification of materials, weld preparation, welding procedures, and welding processes.

4.3.3.3 Periodic Special Inspection: Periodic special inspections in accordance with IBC Section 1707.4 are required where the steel deck systems are used as part of a seismic-force-resisting system in structures assigned to Seismic Design Category C, D, E or F. Periodic special inspections apply to connections such as screws, power-actuated fasteners and button punches. Periodic special inspections also apply where noted in IBC Tables 1704.3 and 1704.4.

4.3.3.4 Continuous Special Inspection: Continuous special inspections must be provided where noted in IBC Tables 1704.3 and 1704.4.

4.3.3.5 Statement of Special Inspections: A statement of special inspections must be prepared by the registered design professional in charge and submitted to the code official as set forth in IBC Section 1705. The statement must include the inspector’s duties noted in this section (Section 4.3.3).

5.0 CONDITIONS OF USE

The CSi® steel floor and roof deck panels described in this report comply with, or are suitable alternatives to what is specified in, the code indicated in Section 1.0 of this report, subject to the following conditions:

5.1 The deck panels are manufactured, identified and installed in accordance with this report and CSi’s published installation guidelines and instructions. If there is a conflict between the manufacturer’s published installation guidelines and instructions and this report, this report governs.

5.2 Vertical load design of deck panels must be based on section properties and reaction loads shown in Tables 1 and 2.

5.3 Where use is as diaphragms:

5.3.1 The one-third stress increase permitted for Allowable Stress Design, for load combinations in IBC Section 1605.3.2 including wind or seismic forces, must not be used for shear values in the diaphragm tables.

5.3.2 Allowable shear values are as set forth in the tables accompanying this report for the type of deck panel involved.

5.3.3 Diaphragm deflections must not exceed the permitted relative deflections of walls between the diaphragm level and the floor below. Section 4.1 and the flexibility limitations shown in Table 3 may be used as a guide in lieu of the rational analysis of the anticipated deflections.

5.3.4 Diaphragms may be zoned by varying deck gage and/or connections across a diaphragm to meet varying shear and stiffness demands.

5.4 Concrete-filled sections must not be used to support loads that are predominantly vibratory, such as for operation of heavy machinery, reciprocating motors and moving loads.

5.5 Special inspection for concrete and field-welding must be provided in accordance with Section 4.3.3.

5.6 Use of CSi steel roof deck panels has not been evaluated for use without a roof covering.

5.7 Calculations and details demonstrating that the loads applied to the decks comply with this report must be submitted to the code official for approval. Calculations and drawings must be prepared, signed, and sealed by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed.

6.0 EVIDENCE SUBMITTED

Data in accordance with the ICC-ES Acceptance Criteria for Steel Deck Roof and Floor Systems (AC43), dated February 2008 (editorially revised April 2008).

7.0 IDENTIFICATION

Each bundle of the CSi® steel deck panels described in this report is identified by labeling bearing the manufacturer’s name (CSi®); the deck panel profile name; the design thickness; the minimum specified yield strength; the manufacturing location (CD—Columbia, South Carolina; MD—Memphis, Tennessee; TD—Terrell, Texas; or PD—Phoenix, Arizona); the cover width of the panel; and the evaluation report number (ICC-ES ESR-1169).

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TABLE OF CONTENTS FOR TABLES AND FIGURES

Table Topic Page

General Table Notes ................................................................................................................................................................................. 5

1 Section Properties ............................................................................................................................................... 6 and 7

2A-2C Allowable Concentrated Loads and Reactions Based on Web Crippling .................................................... 8 through 10

3 Diaphragm Flexibility Limitations ................................................................................................................................. 11

Form Deck Panels with Insulating Concrete Fill (Allowable Diaphragm Shear Capacities)

4 S-Dek .......................................................................................................................................................................... 12

5 HD-Dek ....................................................................................................................................................................... 13

6 EHD-Dek ..................................................................................................................................................................... 14

7 SD-Dek ....................................................................................................................................................................... 15

8 ISD-Dek ...................................................................................................................................................................... 16

Composite Floor Deck Panels with Structural Concrete Fill (Allowable Diaphragm Shear Capacities)

9-10 CFD-1.5 .......................................................................................................................................................... 17 and 18

11-12 CFD-1.5 ES Interlocking ................................................................................................................................. 19 and 20

13-14 CFD-2 Interlocking ........................................................................................................................................... 21 and 22

15-16 CFD-3 Interlocking ........................................................................................................................................... 23 and 24

17-18 CFD-3 ES Interlocking .................................................................................................................................... 25 and 26

(Allowable Superimposed Gravity Loads) 19-20 CFD-1.5 .......................................................................................................................................................... 27 and 28

21-22 CFD-1.5 ES Interlocking ................................................................................................................................. 29 and 30

23-24 CFD-2 Interlocking ........................................................................................................................................... 31 and 32

25-26 CFD-3 Interlocking ........................................................................................................................................... 33 and 34

27-28 CFD-3 ES Interlocking .................................................................................................................................... 35 and 36

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Roof Deck Panels (Allowable Diaphragm Shear Capacities)

B-Dek Family

29-45 B-Dek, B80-Dek, B-Dek ES, B80-Dek ES, B-Dek ES Interlocking and B80-Dek ES Interlocking N-Dek Family ................................................................................................................. 37 through 53

46-56 N-Dek, N-Dek Interlocking and N-Dek ES Interlocking Versa-Dek® Family ........................................ 54 through 64 57-66 Versa-Dek® S, Versa-Dek® S ES, Versa-Dek® LS, Versa-Dek® LS ES, and Versa-Dek® 3.5 LS .................................................................................................................... 65 through 74

67-81 Versa-Dek® S Acoustical, Versa-Dek® S ES Acoustical, Versa-Dek® LS Acoustical, Versa-Dek® LS ES Acoustical, and Versa-Dek® 3.5 LS Acoustical ................................................... 75 through 89

Figure Topic Page 1 Steel deck panel profiles ............................................................................................................................................. 90

2 Steel deck panel attachment patterns at supports ...................................................................................................... 91

3 Deck Panel Attachment Details .................................................................................................................................... 92

4 Perforation Patterns of Acoustical Profiles .................................................................................................................. 93

5 Dek-Lok™ ISL Connection........................................................................................................................................... 94

TABLE NOTES

The notes below apply to all of the tables unless noted otherwise. 1The allowable diaphragm shears listed in the tables are in pounds per linear foot. 2The design thicknesses and cross-sectional properties for all deck panels are indicated in Table 1. The design thickness is the uncoated base-metal thickness of the deck panel. 3The length of seam welds must be a minimum of 11/2 inches. 4Arc spot (puddle) welds must have an effective fusion area to supporting members at least equivalent to 3/8 inch by 1 inch long or 1/2 inch in diameter. 5Puddle-weld patterns are shown in Figure 2. 6The standing seam joint must be fastened at a maximum of 3 feet on center. 7Spacing of marginal welds to members parallel to flutes:

(a) Arc spot (puddle) welds to members such as chords and to collector elements, such as struts or ties, must have a spacing in feet equal to 32,000 (t) C/v where:

t = Uncoated base-metal thickness of fluted deck panel in inches. C = 1.0 for galvanized deck panels and 0.65 for painted deck panels. v = Actual diaphragm shear at marginal supports or actual shear transferred to collector (at struts or ties) in pounds

per foot. (b) Fillet welds to members such as diaphragm chords must have a spacing in feet equal to 480 Iw/v

where: Iw = Length of weld in inches [not less than 11/2 inches]. v = Actual diaphragm shear to be transferred to chords in pounds per foot.

(c) Fillet welds attaching the diaphragm to strut, ties or other collector elements must have a spacing in feet equal to 300 Iw/v where v is the actual shear to be transferred to the collector elements.

(d) In no case may any weld spacing exceed 3 feet. 8Attachments at interior lines of shear transfer perpendicular to deck panel corrugation:

(a) The shear transfer from a diaphragm to interior tie or strut lines perpendicular to deck panel corrugation must not exceed the shear values indicated in the tables. Two lines of puddle welds may be used to develop the actual shear transfer to these collector elements,

(b) In no case may the spacing of welds exceed the deck panel span divided by 3.0. 9Where individual panels are cut, the partial panel must be fastened in a manner to fully transfer the shears at the point of the diaphragm to the adjacent full panels for the values specified in the tables. 10For SI dimensions: 1 inch = 25.4 mm; 1 plf = 14.6 N/m; 1 inch2 = 645.16 mm2; 1 inch3 = 16.4 × 104 mm3; 1 inch4 = 41.6 × 104 mm4; 1 psf = 4.88 kg/m2; 1 pcf = 16.018 kg/m3; 1 inch-kip = 0.113 kN-m; 1 kip = 4.448 kN; 1 ksi = 6.89 MPa; 1 foot = 304.8 mm.

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DESIGN THICKNESS (in)

FULL MOMENT OF INERTIA (in4/ft.

width)

t Ix Normal, Ion Inverted, Ioi Normal, Sen Inverted, Sei

22 0.0295 0.418 0.404 0.327 0.289 0.26820 0.0358 0.506 0.493 0.426 0.363 0.33718 0.0474 0.668 0.658 0.616 0.485 0.46216 0.0598 0.840 0.834 0.816 0.617 0.59822 0.0295 0.393 0.381 0.324 0.284 0.26720 0.0358 0.477 0.465 0.419 0.357 0.33718 0.0474 0.629 0.620 0.597 0.477 0.46316 0.0598 0.792 0.787 0.782 0.606 0.599

22 0.0295 0.422 0.422 0.334 0.306 0.27320 0.0358 0.511 0.511 0.434 0.390 0.34618 0.0474 0.674 0.674 0.627 0.514 0.47416 0.0598 0.848 0.848 0.828 0.646 0.61422 0.0295 0.399 0.399 0.329 0.301 0.27220 0.0358 0.483 0.483 0.427 0.383 0.34618 0.0474 0.638 0.638 0.607 0.506 0.47516 0.0598 0.802 0.802 0.794 0.636 0.616

22 0.0295 0.415 0.402 0.399 0.288 0.28920 0.0358 0.503 0.490 0.488 0.361 0.34718 0.0474 0.664 0.654 0.644 0.483 0.48416 0.0598 0.836 0.830 0.808 0.614 0.61722 0.0295 0.391 0.379 0.379 0.283 0.28820 0.0358 0.474 0.462 0.459 0.355 0.35518 0.0474 0.626 0.616 0.602 0.474 0.48016 0.0598 0.787 0.782 0.756 0.603 0.606

22 0.0295 0.417 0.417 0.408 0.304 0.30120 0.0358 0.505 0.505 0.505 0.386 0.37118 0.0474 0.667 0.667 0.667 0.510 0.49616 0.0598 0.838 0.838 0.838 0.640 0.62422 0.0295 0.393 0.393 0.393 0.298 0.29920 0.0358 0.476 0.476 0.476 0.379 0.36718 0.0474 0.628 0.628 0.628 0.500 0.48716 0.0598 0.789 0.789 0.789 0.629 0.612

20 0.0358 2.042 1.917 1.858 0.767 0.82018 0.0474 2.697 2.648 2.527 1.109 1.19016 0.0598 3.395 3.394 3.248 1.504 1.54020 0.0358 1.877 1.766 1.775 0.747 0.80318 0.0474 2.480 2.436 2.363 1.080 1.18116 0.0598 3.122 3.121 2.980 1.466 1.522

28 0.0149 0.013 0.013 0.012 0.036 0.03826 0.0179 0.016 0.015 0.015 0.046 0.04924 0.0238 0.021 0.021 0.021 0.068 0.07122 0.0295 0.026 0.026 0.026 0.088 0.08826 0.0179 0.041 0.040 0.040 0.073 0.07724 0.0238 0.054 0.054 0.054 0.105 0.10922 0.0295 0.067 0.067 0.067 0.137 0.13720 0.0358 0.082 0.082 0.082 0.166 0.16626 0.0179 0.073 0.072 0.072 0.095 0.10424 0.0238 0.097 0.097 0.097 0.136 0.14122 0.0295 0.121 0.121 0.121 0.176 0.17620 0.0358 0.146 0.146 0.146 0.213 0.21326 0.0179 0.109 0.079 0.098 0.084 0.09124 0.0238 0.144 0.114 0.137 0.125 0.13222 0.0295 0.178 0.161 0.175 0.182 0.18520 0.0358 0.216 0.205 0.213 0.226 0.23318 0.0474 0.285 0.283 0.285 0.307 0.31116 0.0598 0.359 0.359 0.359 0.395 0.39726 0.0179 0.109 0.098 0.079 0.092 0.08424 0.0238 0.144 0.137 0.114 0.132 0.12522 0.0295 0.178 0.175 0.161 0.185 0.18220 0.0358 0.216 0.213 0.205 0.233 0.22618 0.0474 0.285 0.285 0.283 0.311 0.30716 0.0598 0.359 0.359 0.359 0.397 0.39522 0.0295 0.142 0.129 0.142 0.122 0.13520 0.0358 0.173 0.164 0.173 0.152 0.16418 0.0474 0.228 0.226 0.228 0.209 0.21716 0.0598 0.288 0.288 0.288 0.269 0.27322 0.0295 0.178 0.161 0.175 0.182 0.19320 0.0358 0.215 0.205 0.213 0.225 0.23618 0.0474 0.285 0.283 0.285 0.307 0.31616 0.0598 0.359 0.359 0.359 0.395 0.39922 0.0295 0.178 0.151 0.173 0.169 0.19020 0.0358 0.215 0.194 0.212 0.220 0.23318 0.0474 0.285 0.275 0.282 0.301 0.31216 0.0598 0.359 0.358 0.358 0.388 0.398

VersaDek® S Acoustical 2

VersaDek® LS Acoustical 2

VersaDek® LS ES Acoustical 2

VersaDek® LS 2

HD-Dek 3

VersaDek® S 2

VersaDek® S ES 2

ISD-Dek 4

F-Dek 2

VersaDek® 3.5 LS 2

TABLE 1 - SECTION PROPERTIES1

B80 Dek 3

DECK PANEL

EHD-Dek 3

B-Dek 2

SD-Dek 4

S-Dek 3

EFFECTIVE SECTION MODULUS 6 (in3/ft. width)

EFFECTIVE MOMENT OF INERTIA 6 (in4/ft. width)GAGE

VersaDek® S ES Acoustical 2

VersaDek® 3.5 LS Acoustical2

VersaDek® LS ES 2

ESR-1169 | Most Widely Accepted and Trusted Page 6 of 94

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DESIGN THICKNESS (in)

FULL MOMENT OF INERTIA (in4/ft.

width)

t Ix Normal, Ion Inverted, Ioi Normal, Sen Inverted, Sei

22 0.0295 0.186 0.168 0.183 0.186 0.19820 0.0358 0.225 0.214 0.223 0.231 0.24218 0.0474 0.298 0.296 0.272 0.315 0.32416 0.0598 0.375 0.375 0.375 0.405 0.40922 0.0295 0.186 0.158 0.181 0.173 0.19520 0.0358 0.225 0.203 0.221 0.226 0.23918 0.0474 0.298 0.288 0.295 0.308 0.32016 0.0598 0.375 0.374 0.374 0.398 0.40822 0.0295 0.187 0.168 0.187 0.188 0.20620 0.0358 0.227 0.215 0.227 0.235 0.25018 0.0474 0.301 0.298 0.301 0.321 0.33216 0.0598 0.379 0.379 0.379 0.413 0.41922 0.0295 0.187 0.158 0.186 0.172 0.20520 0.0358 0.227 0.204 0.226 0.227 0.25018 0.0474 0.301 0.289 0.300 0.313 0.33116 0.0598 0.379 0.377 0.379 0.406 0.41922 0.0295 0.864 0.655 0.842 0.363 0.45220 0.0358 1.048 0.868 1.040 0.477 0.56318 0.0474 1.386 1.253 1.386 0.683 0.75316 0.0598 1.747 1.674 1.747 0.887 0.94822 0.0295 0.889 0.660 0.878 0.363 0.48320 0.0358 1.078 0.875 1.073 0.477 0.59118 0.0474 1.427 1.278 1.426 0.711 0.78816 0.0598 1.800 1.713 1.800 0.926 0.99522 0.0295 0.899 0.667 0.885 0.364 0.48820 0.0358 1.090 0.879 1.085 0.479 0.60218 0.0474 1.443 1.290 1.442 0.718 0.80116 0.0598 1.819 1.730 1.819 0.941 1.01222 0.0295 0.183 0.159 0.180 0.178 0.18820 0.0358 0.222 0.204 0.220 0.232 0.24018 0.0474 0.293 0.291 0.293 0.320 0.32816 0.0598 0.370 0.370 0.370 0.412 0.41522 0.0295 0.177 0.157 0.174 0.173 0.17420 0.0358 0.215 0.201 0.212 0.214 0.22218 0.0474 0.284 0.283 0.284 0.295 0.30116 0.0598 0.358 0.358 0.361 0.379 0.38322 0.0295 0.334 0.321 0.301 0.260 0.26220 0.0358 0.405 0.400 0.381 0.339 0.34318 0.0474 0.535 0.535 0.534 0.513 0.52216 0.0598 0.675 0.675 0.675 0.662 0.66222 0.0295 0.822 0.796 0.740 0.432 0.44420 0.0358 0.997 0.988 0.936 0.558 0.56618 0.0474 1.319 1.319 1.315 0.832 0.83816 0.0598 1.663 1.663 1.663 1.063 1.06122 0.0295 0.768 0.726 0.700 0.411 0.44020 0.0358 0.931 0.913 0.885 0.529 0.56918 0.0474 1.231 1.231 1.219 0.777 0.77416 0.0598 1.550 1.550 1.547 0.978 0.977

6 Effective properties are net values.

2 Properties are based on yield strength, Fy = 40 ksi (tensile strength, Fu = 55 ksi).

3 Properties are based on 75 percent of yield strength, Fy = 80 ksi.4 Properties for No. 24 and No. 26 gage deck panels are based on 75 percent of yield strength, Fy = 80 ksi; Properties for No. 22 to No. 16 gage deck panels are based on yield strength, Fy = 40 ksi (tensile strength, Fu = 55 ksi).

1 Properties are determined in accordance with AISI-NAS.

5 Properties for No. 20 and No. 22 gage deck panels are based on yield strength, Fy = 50 ksi (tensile strength, Fu = 65 ksi); Properties for No. 18 and No. 16 gage deck panels are based on yield strength, Fy = 40 ksi (tensile strength, Fu = 55 ksi).

CFD-3 ES Interlocking 5

CFD-2 5

B80 Dek ES Interlocking 3

CFD-1.5 5

CFD-1.5 ES Interlocking 5

N-Dek 2

N-Dek Interlocking 2

N-Dek ES Interlocking 2

EFFECTIVE MOMENT OF INERTIA 6 (in4/ft. width)

CFD-3 5

B-Dek ES Interlocking 2

B-Dek ES 2

B80 Dek ES 3

EFFECTIVE SECTION MODULUS 6 (in3/ft. width)

TABLE 1 (Cont.) - SECTION PROPERTIES1

GAGEDECK PANEL

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rope

rtie

s ar

e de

term

ined

in a

ccor

danc

e w

ith S

ectio

n C

3.4

of A

ISI-

NA

S.

SD

-Dek

/ IS

D-D

ek 3

F-D

ek 2

4 P

rope

rtie

s fo

r 22

and

20

gage

dec

ks a

re b

ased

on

yiel

d st

reng

th, F

y =

50

ksi (

tens

ile s

tren

gth,

Fu

= 6

5 ks

i); P

rope

rtie

s fo

r 18

and

16

gage

dec

ks a

re b

ased

on

yiel

d st

reng

th, F

y =

40

ksi

(ten

sile

str

engt

h, F

u =

55

ksi).

3 P

rope

rtie

s ar

e ba

sed

on 7

5 pe

rcen

t of y

ield

str

engt

h, F

y =

80

ksi.

2 P

rope

rtie

s ar

e ba

sed

on y

ield

str

engt

h, F

y =

40

ksi (

tens

ile s

tren

gth,

Fu

= 5

5 ks

i).

EH

D-D

ek 3

BA

SE M

ETA

L T H

ICK

NES

S, t

(in)

2

2

BA

SE M

ETA

L TH

ICK

NES

S, t

(in)

ALL

OW

AB

LE L

OA

D (P

LF) R

EAC

TIO

N L

OC

ATI

ON

1

GA

GE

1.5

TAB

LE 2

B—

ALL

OW

AB

LE C

ON

CEN

TRA

TED

LO

AD

S A

ND

REA

CTI

ON

S B

ASE

D O

N W

EB C

RIP

PLIN

G (A

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DEC

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AN

EL2.

5

TAB

LE 2

C—

ALL

OW

AB

LE C

ON

CEN

TRA

TED

LO

AD

S A

ND

REA

CTI

ON

S B

ASE

D O

N W

EB C

RIP

PLIN

G (A

SD)1

HD

-Dek

3

2.5

3

0.5

4

GA

GE

S-D

ek 3

1.5

ALL

OW

AB

LE L

OA

D (P

LF) R

EAC

TIO

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OC

ATI

ON

Ref

er to

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es a

t end

of T

able

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RIN

G L

ENG

TH (i

n)

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G L

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TH (i

n)

DEC

K

ESR-1169 | Most Widely Accepted and Trusted Page 10 of 94

Page 11: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

ESR-1169 | Most Widely Accepted and Trusted Page 11 of 104

∆wall =

FG

=′

103

TABLE 3—DIAPHRAGM FLEXIBILITY LIMITATIONS1,2,3,4,5,6

F

MAXIMUM DIAPHRAGM SPAN FOR MASONRY OR CONCRETE WALLS

(feet)

DIAPHRAGM SPAN-DEPTH LIMITATION

Rotation Not Considered in Diaphragm Rotation Considered in Diaphragm

Masonry or Concrete Walls

Flexible Walls Masonry or Concrete Walls

Flexible Walls

More than 150 Not used Not used 2:1 Not used 11/2:1

70-150 200 2:1 or as required for deflection

3:1 Not used 2:1

10-70 400 21/2:1 or as required for deflection

4:1 As required for deflection

21/2:1

1-10 No limitation 3:1 or as required for deflection

5:1 As required for deflection

3:1

Less than 1 No limitation As required for deflection

No limitation As required for deflection

31/2:1

For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 plf = 14.594 N/m, 1 psi = 6894 Pa. 1Diaphragms must be investigated regarding their flexibility and recommended span-depth limitations. 2Diaphragms supporting masonry or concrete walls must have their deflections limited to the following amount:

H fEt

2c

0.01 where:

H = Unsupported height of wall in feet. t = Thickness of wall in inches. E = Modulus of elasticity of wall material for deflection determination in pounds per square inch. fc = Allowable compression strength of wall material in flexure in pounds per square inch. For concrete, fc = 0.45 f′c.

For masonry, fc = Fb = 0.33 f′m. 3The total deflection ∆ of the diaphragm may be computed from the equation: ∆ = ∆f + ∆w where:

∆f = Flexural deflection of the diaphragm determined in the same manner as the deflection of beams. ∆w = The web deflection may be determined by the equation:

where:

L = Distance in feet between vertical resisting element (such as shear wall) and the point to which the deflection is to be determined.

qave = Average shear in diaphragm in pounds per foot over length L. F = Flexibility factor: The average micro inches (µm) a diaphragm web will deflect in a span of 1 foot (m) under a

shear of 1 pound per foot (N/m). , Where G′ = effective shear modules based on profile and thickness

of deck panel and type and spacing of connectors.

4When applying these limitations to cantilevered diaphragms, the allowable span-depth ratio will be half that shown. 5Diaphragm classification (flexible or rigid) and deflection limits must comply with the diaphragm design considerations in Section 4.1. 6If there is a conflict between this table and the code requirements, the code requirements govern.

∆ waveq L F

=10 6

Page 12: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

Sidelap

Spacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 575 348.3 646 352.5 495 345.4 542 348.6 455 343.7 490 346.3 431 342.6 459 344.9 415 341.9 438 343.8

12" 477 334.6 548 341.5 397 329.3 444 335.0 356 326.2 392 331.0 332 324.2 361 328.3 316 322.8 340 326.4

18" 444 327.8 515 336.4 364 321.0 411 328.3 324 317.1 359 323.3 300 314.5 328 319.9 283 312.7 307 317.4

24" 428 323.7 499 333.4 347 316.0 395 324.3 307 311.5 343 318.6 283 308.5 312 314.7 267 306.4 291 311.9

30" ----- ---- ---- ---- 338 312.7 385 321.7 297 307.7 333 315.5 273 304.4 302 311.3 257 302.1 281 308.2

36" ---- ---- ---- ----- 331 310.3 378 319.8 291 305.0 326 313.3 267 301.5 295 308.8 251 299.0 274 305.5

* Shears are based on Weld Washers (0.060" thickness) with 3/8"diameter holes and E60XX electrodes.

Sidelap

Spacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 688 363.5 779 368.6 583 359.8 644 363.8 531 357.7 577 361.0 500 356.4 536 359.2 479 355.5 509 357.9

12" 570 346.6 661 355.0 465 340.1 526 347.0 413 336.4 458 342.2 381 334.0 418 339.0 360 332.4 391 336.7

18" 530 338.3 622 348.7 426 330.2 486 338.9 373 325.5 419 332.9 342 322.5 378 328.9 321 320.3 351 325.9

24" 511 333.5 602 345.1 406 324.3 467 334.2 354 318.9 399 327.4 322 315.4 359 322.7 301 312.9 332 319.4

30" ----- ---- ---- ---- 394 320.4 455 331.0 342 314.5 387 323.7 310 310.7 347 318.7 290 307.9 320 315.0

36" ---- ---- ---- ----- 386 317.5 447 328.8 334 311.3 380 321.0 303 307.2 339 315.7 282 304.3 312 311.9

* Shears are based on Weld Washers (0.060" thickness) with 3/8"diameter holes and E60XX electrodes.

Sidelap

TABLE 4

28 Gage S-Dek with Insulating Concrete2'-0" Span 3'-0" Span 4'-0" Span 5'-0" Span 6'-0" Span

S-DEK Fy = 80 ksi w/ INSULATING CONCRETE

30/5 Pattern

6'-0" Span

5'-0" Span 6'-0" Span

30/5 Pattern 30/7 Pattern30/7 Pattern

ALLOWABLE DIAPHRAGM SHEAR BASED ON THREE SPAN CONDITION

30/5 Pattern 30/7 Pattern 30/5 Pattern

30/5 Pattern 30/7 Pattern30/5 Pattern 30/7 Pattern

4'-0" Span

30/7 Pattern

30/5 Pattern 30/7 Pattern

26 Gage S-Dek with Insulating Concrete2'-0" Span 3'-0" Span 5'-0" Span

30/5 Pattern

3'-0" Span 4'-0" Span

30/5 Pattern

30/7 Pattern 30/5 Pattern 30/7 Pattern

WELD WASHERS (3/8" DIA. HOLE) USED AT SUPPORTS*

#10 x 3/4" SCREWS AT SIDELAPS

30/7 Pattern

24 Gage S-Dek with Insulating Concrete2'-0" SpanSidelap

Spacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 934 391.6 1070 398.7 773 386.5 864 392.0 693 383.6 761 388.1 645 381.9 699 385.6 613 380.6 658 383.9

12" 776 368.5 913 380.0 616 359.8 707 369.1 536 355.0 604 362.7 487 351.8 542 358.4 455 349.6 501 355.4

18" 724 357.5 861 371.4 563 346.9 655 358.3 483 340.8 552 350.4 435 336.8 490 345.1 403 334.0 449 341.3

24" 698 351.1 835 366.5 537 339.2 628 352.0 457 332.3 525 343.1 409 327.8 464 337.2 377 324.6 422 332.9

30" ----- ---- ---- ---- 521 334.1 613 347.9 441 326.6 510 338.4 393 321.7 448 331.9 361 318.3 407 327.3

36" ---- ---- ---- ----- 511 330.5 602 344.9 431 322.6 499 335.0 383 317.4 437 328.2 350 313.8 396 323.3

* Shears are based on Weld Washers (0.060" thickness) with 3/8"diameter holes and E60XX electrodes.

Sidelap

Spacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 1328 417.0 1547 426.1 1061 410.6 1208 417.5 928 407.0 1037 412.6 848 404.8 935 409.5 794 403.2 867 407.3

12" 1133 388.1 1353 402.4 866 377.4 1013 388.8 733 371.4 843 380.9 653 367.5 741 375.6 599 364.9 673 371.9

18" 1068 374.5 1288 391.7 801 361.5 948 375.5 668 354.1 778 365.8 588 349.3 676 359.3 534 346.0 608 354.7

24" 1036 366.7 1255 385.6 769 352.2 915 367.8 635 343.9 745 357.0 555 338.5 643 349.8 502 334.8 575 344.6

30" ----- ---- ---- ---- 749 346.1 896 362.7 616 337.2 726 351.2 536 331.4 624 343.5 482 327.3 556 337.9

36" ---- ---- ---- ----- 736 341.8 883 359.3 603 332.4 713 347.1 523 326.3 611 339.0 469 322.0 543 333.2

Sidelap Center-to-center Span of deck in feetSpacing Welding Pattern (30/5 = 5 welds over 30" cover width)

o/c S G' S is the Allowable Design Diaphragm Strength in pounds per linear foot (plf)6" 431 342.6 G' is the Stiffness in kips per inch (kip/in) of the steel panels as the diaphragm web

Sidelap spacing in inches on center per span

NOTES:The information used to generate the values in this table are based on Fy=60 ksi and Fu=62 ksi in accordance with AISI-NAS Section A2.3.2.

5'-0" Span 6'-0" Span30/5 Pattern

The nominal shear values, Sn, have been divided by SF of 3.25 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).

30/7 Pattern30/5 Pattern

3'-0" Span 4'-0" Span

5'-0" Span30/5 Pattern

30/5 Pattern

3'-0" Span 4'-0" Span30/7 Pattern30/5 Pattern30/5 Pattern 30/7 Pattern

2'-0" Span30/5 Pattern 30/7 Pattern30/5 Pattern 30/7 Pattern

30/5 Pattern

2'-0" Span30/7 Pattern

6'-0" Span22 Gage S-Dek with Insulating Concrete

30/7 Pattern

30/7 Pattern

30/5 Pattern

5'-0" Span

30/5 Pattern30/7 Pattern 30/7 Pattern

ESR-1169 | Most Widely Accepted and Trusted Page 12 of 94

Page 13: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

Sidelap

Spacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 583 359.0 658 362.9 531 357.0 587 360.2 500 355.7 544 358.4 479 354.8 516 357.1 464 354.2 496 356.2

12" 465 339.6 540 346.4 413 335.9 469 341.7 381 333.6 426 338.5 360 331.9 398 336.2 346 330.7 377 334.5

18" 426 329.8 500 338.4 373 325.2 429 332.5 342 322.1 387 328.5 321 320.0 358 325.6 306 318.4 338 323.4

24" 406 324.0 481 333.7 354 318.7 410 327.0 322 315.2 367 322.4 301 312.7 339 319.1 286 310.8 318 316.6

30" ----- ---- ---- ---- 342 314.3 398 323.3 310 310.4 355 318.4 290 307.7 327 314.8 275 305.7 307 312.0

36" ---- ---- ---- ----- 334 311.1 390 320.7 303 307.0 347 315.5 282 304.2 319 311.6 267 302.0 299 308.7

* Shears are based on Weld Washers (0.060" thickness) with 3/8"diameter holes and E60XX electrodes.

Sidelap

Spacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 773 385.5 885 390.9 693 382.7 777 387.1 645 381.0 712 384.7 613 379.8 669 383.0 590 378.9 638 381.7

12" 616 359.2 728 368.4 536 354.4 620 362.0 487 351.3 555 357.8 455 349.1 511 354.8 432 347.6 480 352.6

18" 616 359.2 728 368.4 483 340.4 567 349.9 435 336.4 502 344.6 403 333.7 459 340.9 380 331.6 428 338.0

24" 537 338.8 649 351.5 457 331.9 541 342.7 409 327.5 476 336.8 377 324.3 433 332.5 354 322.0 402 329.3

30" ----- ---- ---- ---- 441 326.4 525 338.0 393 321.5 460 331.6 361 318.1 417 327.0 338 315.6 386 323.5

36" ---- ---- ---- ----- 431 322.4 515 334.6 383 317.2 450 327.9 350 313.6 407 323.0 328 310.9 376 319.3

* Shears are based on Weld Washers (0.060" thickness) with 3/8"diameter holes and E60XX electrodes.

Sidelap

TABLE 5

30/5 Pattern

3'-0" Span

7'-0" Span30/5 Pattern30/7 Pattern

4'-0" Span 5'-0" Span

30/7 Pattern

4'-0" Span 5'-0" Span 6'-0" Span

22 Gage HD-Dek with Insulating Concrete6'-0" Span 7'-0" Span

HD-DEK Fy = 80 ksi w/ INSULATING CONCRETE

ALLOWABLE DIAPHRAGM SHEARBASED ON THREE SPAN CONDITION

30/5 Pattern 30/7 Pattern

26 Gage HD-Dek* with Insulating Concrete7'-0" Span

30/5 Pattern 30/7 Pattern

5'-0" Span3'-0" Span 4'-0" Span30/7 Pattern

WELD WASHERS (3/8" DIA. HOLE) USED AT SUPPORTS *

#10 x 3/4" SCREWS AT SIDELAPS

6'-0" Span30/5 Pattern30/5 Pattern 30/7 Pattern30/7 Pattern

30/5 Pattern 30/7 Pattern 30/5 Pattern30/7 Pattern 30/5 Pattern 30/7 Pattern

30/5 Pattern

24 Gage HD-Dek* with Insulating Concrete3'-0" Span

Sidelap

Spacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 1061 409.5 1241 416.3 928 406.0 1062 411.5 848 403.8 955 408.4 794 402.3 884 406.3 756 401.1 833 404.7

12" 866 376.7 1046 388.1 733 370.8 868 380.2 653 367.0 761 375.0 599 364.3 689 371.3 561 362.4 638 368.5

18" 801 361.0 981 374.8 668 353.7 803 365.3 588 348.9 696 358.9 534 345.6 624 354.3 496 343.2 573 350.9

24" 769 351.8 948 367.2 635 343.6 770 356.5 555 338.2 663 349.4 502 334.5 592 344.3 464 331.7 541 340.4

30" ----- ---- ---- ---- 616 336.9 751 350.8 536 331.1 644 343.1 482 327.1 572 337.6 444 324.1 521 333.5

36" ---- ---- ---- ----- 603 332.1 738 346.8 523 326.1 631 338.7 469 321.8 559 332.9 431 318.6 508 328.6

Sidelap

Spacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 1253 434.5 1470 442.9 1092 430.2 1255 437.0 996 427.5 1126 433.2 932 425.6 1040 430.5 886 424.3 979 428.6

12" 1017 394.7 1233 408.3 856 387.6 1018 398.8 760 383.0 889 392.6 695 379.9 804 388.2 649 37.6 742 384.9

18" 938 375.9 1154 392.4 777 367.2 939 381.0 681 361.7 811 373.4 617 357.8 725 368.0 571 354.9 663 363.9

24" 898 365.0 1115 383.3 738 355.3 900 370.6 641 349.1 771 362.2 577 344.7 685 356.2 531 341.5 624 351.7

30" ----- ---- ---- ---- 714 347.5 876 363.9 618 340.8 748 354.9 553 336.2 662 348.4 508 332.7 600 343.6

36" ---- ---- ---- ----- 698 342.0 861 359.1 602 335.0 732 349.7 538 330.1 646 342.9 492 326.4 585 337.9

Sidelap Center-to-center Span of deck in feetSpacing Welding Pattern (30/5 = 5 welds over 30" cover width)

o/c S G' S is the Allowable Design Diaphragm Strength in pounds per linear foot (plf)6" 500 355.7 G' is the Stiffness in kips per inch (kip/in) of the steel panels as the diaphragm web

Sidelap spacing in inches on center per span

NOTES: The nominal shear values, Sn, have been divided by SF of 3.25 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).

The information used to generate the values in this table are based on Fy=60 ksi and Fu=62 ksi in accordance with AISI-NAS Section A2.3.2.

30/5 Pattern

5'-0" Span

30/7 Pattern

20 Gage HD-Dek with Insulating Concrete

30/5 Pattern 30/7 Pattern 30/5 Pattern

3'-0" Span 7'-0" Span30/5 Pattern 30/7 Pattern30/5 Pattern 30/7 Pattern30/7 Pattern

6'-0" Span

30/5 Pattern30/7 Pattern

4'-0" Span 5'-0" Span

30/5 Pattern 30/7 Pattern

30/5 Pattern

3'-0" Span 4'-0" Span 5'-0" Span 6'-0" Span 7'-0" Span30/7 Pattern30/5 Pattern 30/7 Pattern30/5 Pattern 30/7 Pattern 30/5 Pattern

ESR-1169 | Most Widely Accepted and Trusted Page 13 of 94

Page 14: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

Sidelap

Spacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 495 356.3 520 358.9 471 355.6 491 357.7 454 355.1 472 356.9 443 354.7 458 356.3 434 354.5 447 355.8

12" 376 332.8 402 337.6 352 331.4 373 335.4 336 330.4 353 333.8 325 329.7 339 332.7 316 329.1 329 331.8

18" 337 320.2 363 326.5 313 318.3 333 323.6 297 317.0 314 321.6 285 316.1 300 320.1 277 315.3 290 318.9

24" 317 312.4 343 319.7 293 310.2 314 316.4 277 308.7 294 314.0 266 207.5 280 312.2 257 306.7 270 310.9

30" ----- ---- ---- ---- 281 304.6 302 311.5 265 302.9 282 308.8 254 301.7 269 306.9 245 300.7 258 305.4

36" ---- ---- ---- ----- 273 300.6 294 307.9 257 298.8 275 305.1 246 297.4 261 303.0 237 296.4 250 301.4

* Shears are based on Weld Washers (0.060" thickness) with 3/8"diameter holes and E60XX electrodes.

Sidelap

Spacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 638 381.9 677 385.3 601 380.9 632 383.7 576 380.2 602 382.6 558 379.7 581 381.8 545 379.3 564 381.2

12" 481 350.3 520 356.6 444 348.4 475 353.7 419 347.1 445 351.6 401 346.2 423 350.1 388 345.5 407 349.0

18" 429 334.0 467 342.1 391 331.5 422 338.3 366 329.9 392 335.7 349 328.6 371 333.8 335 327.7 355 332.3

24" 402 324.0 441 333.3 365 321.3 396 329.0 340 319.3 366 326.0 323 317.8 345 323.8 309 316.8 329 322.1

30" ----- ---- ---- ---- 349 314.2 380 322.8 325 312.1 350 319.5 307 310.5 329 317.0 294 309.4 313 315.2

36" ---- ---- ---- ----- 339 309.2 370 318.3 314 306.9 340 314.8 296 305.3 318 312.2 283 304.0 302 310.2

* Shears are based on Weld Washers (0.060" thickness) with 3/8"diameter holes and E60XX electrodes.

Sidelap

32/4 Pattern

4'-0" Span 5'-0" Span 6'-0" Span32/3 Pattern 32/4 Pattern32/3 Pattern 32/4 Pattern

24 Gage EHD-Dek *

TABLE 6

32/3 Pattern 32/4 Pattern

26 Gage EHD-Dek *8'-0" Span7'-0" Span

32/3 Pattern 32/4 Pattern 32/3 Pattern

#10 x 3/4" SCREWS AT SIDELAPS

4'-0" Span 5'-0" Span 8'-0" Span32/3 Pattern 32/4 Pattern32/3 Pattern 32/4 Pattern 32/3 Pattern

6'-0" Span 7'-0" Span32/3 Pattern 32/4 Pattern

5'-0" Span 6'-0" Span 7'-0" Span

32/3 Pattern 32/4 Pattern

22 Gage EHD-Dek4'-0" Span

EHD-DEK Fy = 80 ksi w/ INSULATING CONCRETE

ALLOWABLE DIAPHRAGM SHEAR BASED ON THREE SPAN CONDITION

WELD WASHERS (3/8" DIA. HOLE) USED AT SUPPORTS *

32/4 Pattern

8'-0" SpanSidelap

Spacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 840 404.9 902 409.3 778 403.6 827 407.2 736 402.8 777 405.8 706 402.1 742 404.8 684 401.7 715 404.0

12" 645 365.7 707 373.5 583 363.4 632 369.9 541 361.9 582 367.4 511 360.7 547 365.5 489 359.9 520 364.1

18" 580 346.0 642 355.8 518 343.1 567 351.2 476 341.1 517 348.1 446 339.6 482 345.7 424 338.5 455 344.0

24" 548 334.1 610 345.2 485 330.8 535 340.1 444 328.5 485 336.5 414 326.8 449 333.8 391 325.5 422 331.8

30" ----- ---- ---- ---- 466 322.5 515 332.6 424 320.0 465 328.7 394 318.2 430 325.8 372 316.8 403 323.6

36" ---- ---- ---- ----- 453 316.6 502 327.3 411 313.9 452 323.2 381 312.0 417 320.1 359 310.5 390 317.8

Sidelap

Spacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 987 428.9 1062 434.2 912 427.3 972 431.7 861 426.2 911 430.0 826 425.5 868 428.7 799 424.9 836 427.8

12" 750 381.5 825 390.8 675 378.8 735 386.5 625 377.0 675 383.5 589 375.6 632 381.3 562 374.6 600 379.6

18" 672 358.2 746 369.7 596 354.8 656 364.4 546 352.4 596 360.7 510 350.7 553 357.9 483 349.4 521 355.8

24" 632 344.3 707 357.3 557 340.4 617 351.3 507 337.8 557 347.1 471 335.8 514 344.0 444 334.3 481 341.6

30" ----- ---- ---- ---- 533 330.9 593 342.6 483 328.0 533 338.1 447 325.9 490 334.7 420 324.3 458 332.2

36" ---- ---- ---- ----- 518 324.1 577 336.4 467 321.0 517 331.7 431 318.8 474 328.1 405 317.1 442 325.4

Sidelap Center-to-center Span of deck in feetSpacing Welding Pattern (32/3 = 3 welds over 32" cover width)

o/c S G' S is the Allowable Design Diaphragm Strength in pounds per linear foot (plf)6" 471 355.6 G' is the Stiffness in kips per inch (kip/in) of the steel panels as the diaphragm web

Sidelap spacing in inches on center per span

NOTES:The information used to generate the values in this table are based on Fy=60 ksi and Fu=62 ksi in accordance with AISI-NAS Section A2.3.2.

5'-0" Span 6'-0" Span 7'-0" Span4'-0" Span

7'-0" Span

32/3 Pattern 32/4 Pattern 32/3 Pattern 32/4 Pattern 32/3 Pattern 32/4 Pattern

8'-0" Span32/4 Pattern 32/3 Pattern 32/4 Pattern

32/4 Pattern32/3 Pattern 32/4 Pattern

20 Gage EHD-Dek4'-0" Span 5'-0" Span

32/4 Pattern32/4 Pattern32/3 Pattern

6'-0" Span

The nominal shear values, Sn, have been divided by SF of 3.25 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).

32/3 Pattern

8'-0" Span32/3 Pattern

32/3 Pattern

5'-0" Span

32/3 Pattern 32/4 Pattern 32/3 Pattern

ESR-1169 | Most Widely Accepted and Trusted Page 14 of 94

Page 15: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

Sidelap

Spacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 630 302.0 636 303.1 595 300.7 600 301.7 572 299.8 576 300.7 556 299.2 559 299.9 543 298.7 546 299.3

12" 512 283.0 518 285.2 477 280.6 482 282.5 454 279.0 458 280.6 437 277.7 441 279.2 425 276.8 428 278.1

18" 472 273.3 478 276.1 438 270.2 442 272.6 415 268.0 419 270.1 398 266.4 401 268.3 386 265.1 389 266.8

24" 453 267.3 459 270.5 418 263.8 423 266.6 395 261.2 399 263.7 378 259.3 382 261.6 366 257.9 369 259.9

30" ----- ---- ---- ---- 406 259.4 411 262.5 383 256.7 387 259.4 367 254.6 370 257.0 354 252.9 357 255.1

36" ---- ---- ---- ----- ----- ----- ----- ----- 375 253.3 379 256.2 359 251.1 362 253.7 346 249.4 349 251.7

* Shears are based on Weld Washers (0.060" thickness) with 3/8"diameter holes and E60XX electrodes.

Sidelap

Spacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 800 327.2 809 328.8 747 325.4 754 326.8 712 324.2 718 325.4 686 323.3 691 324.3 667 322.6 672 323.5

12" 643 301.5 652 304.4 590 298.3 597 300.8 554 296.1 560 298.3 529 294.5 534 296.4 510 293.2 515 295.0

18" 590 288.6 599 292.3 537 284.6 544 287.8 502 281.8 508 284.6 477 279.7 482 282.2 458 278.1 462 280.3

24" 564 280.9 573 285.1 511 276.4 518 279.9 476 273.1 482 276.3 450 270.7 456 273.5 431 268.8 436 271.4

30" ----- ---- ---- ---- 495 270.8 503 274.7 460 267.3 466 270.7 435 264.6 440 267.7 416 262.6 420 265.4

36" ---- ---- ---- ----- ----- ----- ----- ----- 450 263.1 455 266.7 424 260.3 429 263.6 405 258.1 410 261.1

* Shears are based on Weld Washers (0.060" thickness) with 3/8"diameter holes and E60XX electrodes.

Sidelap

8'-0" Span6'-0" Span30/4 Pattern 30/6 Pattern 30/4 Pattern 30/6 Pattern

30/4 Pattern 30/4 Pattern

BASED ON THREE SPAN CONDITION

WELD WASHERS (3/8" DIA. HOLE) USED AT SUPPORTS *

#10 x 3/4" SCREWS AT SIDELAPS

30/6 Pattern

7'-0" Span30/4 Pattern

24 Gage2 SD-Dek* with Insulating Concrete

30/4 Pattern 30/6 Pattern 30/4 Pattern

4'-0" Span 7'-0" Span30/6 Pattern 30/4 Pattern

5'-0" Span30/6 Pattern

TABLE 7

30/4 Pattern 30/6 Pattern

26 Gage2 SD-Dek* with Insulating Concrete8'-0" Span4'-0" Span 5'-0" Span 6'-0" Span

SD-DEK w/ INSULATING CONCRETE

ALLOWABLE DIAPHRAGM SHEAR1

8'-0" Span5'-0" Span 6'-0" Span 7'-0" Span

30/6 Pattern30/4 Pattern 30/6 Pattern30/6 Pattern

22 Gage3 SD-Dek with Insulating Concrete4'-0" Span

Spacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 960 357.8 1120 364.5 890 356.1 1018 361.8 844 355.0 950 359.8 810 354.2 901 358.4 785 353.5 865 357.3

12" 766 323.9 925 336.0 695 320.8 823 331.2 649 318.7 755 327.7 615 317.1 707 325.1 590 315.8 670 323.0

18" 701 306.4 860 321.9 630 302.4 758 315.7 584 299.6 690 311.3 550 297.5 642 307.9 525 295.9 605 305.2

24" 668 295.8 828 313.4 598 291.1 726 306.4 551 287.8 658 301.3 518 285.4 609 297.4 493 283.5 573 294.4

30" ----- ---- ---- ---- 578 283.4 706 300.2 532 279.8 638 294.6 498 277.2 690 290.4 473 275.1 553 287.0

36" ---- ---- ---- ----- ----- ----- ----- ----- 519 274.1 625 289.8 485 271.2 577 285.3 460 269.0 540 281.8

Sidelap

Spacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 1115 383.4 1307 391.8 1031 381.4 1184 388.4 974 380.0 1103 386.0 934 378.9 1044 384.2 904 378.1 1000 382.8

12" 878 342.0 1071 356.7 794 338.3 948 350.8 738 335.7 866 346.5 698 333.8 808 343.4 668 332.3 764 340.9

18" 800 321.1 992 339.6 715 316.3 869 332.1 659 312.9 787 326.8 619 310.4 729 322.8 589 308.6 685 319.6

24" 760 308.4 953 329.4 676 302.9 830 321.0 620 299.1 748 315.0 579 296.2 689 310.4 549 294.0 645 306.8

30" ----- ---- ---- ---- 652 293.9 806 313.6 596 289.7 724 307.0 556 286.6 666 302.1 526 284.2 622 298.2

36" ---- ---- ---- ----- ----- ----- ----- ----- 580 283.0 708 301.4 540 279.7 650 296.1 510 277.2 606 292.0

Sidelap Center-to-center Span of deck in feetSpacing Welding Pattern (30/4 = 4 welds over 30" cover width)

o/c S G' S is the Allowable Design Diaphragm Strength in pounds per linear foot (plf)6" 513 352.1 G' is the Stiffness in kips per inch (kip/in) of the steel panels as the diaphragm web

Sidelap spacing in inches on center per span

NOTES: 1The nominal shear values, Sn, have been divided by SF of 3.25 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).2The information used to generate the values in this table are based on Fy=60 ksi and Fu=62 ksi in accordance with AISI-NAS Section A2.3.2.3The values in these tables for the No. 22 gage and No. 20 gage panels are based on Fy=40 ksi and Fu=55ksi.

36/7 Pattern 36/7 Pattern36/7 Pattern

30/4 Pattern

5'-0" Span

36/4 Pattern 36/7 Pattern

4'-0" Span 5'-0" Span 6'-0" Span 7'-0" Span20 Gage3 SD-Dek with Insulating Concrete

36/4 Pattern 36/7 Pattern 36/4 Pattern 36/4 Pattern 36/7 Pattern

8'-0" Span

36/4 Pattern36/4 Pattern

36/4 Pattern 36/7 Pattern 36/4 Pattern 36/7 Pattern36/4 Pattern 36/7 Pattern 36/4 Pattern 36/7 Pattern

ESR-1169 | Most Widely Accepted and Trusted Page 15 of 94

Page 16: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

Sidelap

Spacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 428 353.0 523 357.5 417 351.8 493 355.6 410 351.0 473 354.3 405 350.4 459 353.3 401 349.9 449 352.5

12" 309 333.8 405 341.9 299 331.6 375 338.6 291 329.9 355 336.1 286 328.8 341 334.3 283 327.8 330 332.8

18" 270 323.9 365 334.2 259 321.0 336 330.0 252 318.9 316 326.9 247 317.3 302 324.5 243 316.1 291 322.6

24" 250 317.9 346 329.6 239 314.4 316 324.8 232 312.0 296 321.3 227 310.2 282 318.5 223 308.8 271 316.4

30" ----- ---- ---- ---- 228 310.0 304 321.4 220 307.3 284 317.5 215 305.3 270 314.5 212 303.8 259 312.1

36" ---- ---- ---- ----- 220 306.8 296 318.9 213 304.0 276 314.8 208 301.8 262 311.6 204 300.1 251 309.1

* Shears are based on Weld Washers (0.060" thickness) with 3/8"diameter holes and E60XX electrodes.

Sidelap

Spacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 527 378.1 671 384.3 512 376.4 627 381.7 502 375.3 598 379.8 495 374.4 577 378.5 490 373.8 561 377.4

12" 370 352.1 513 363.0 355 349.1 470 358.4 345 347.0 441 355.2 338 345.4 420 352.7 332 344.2 404 350.8

18" 318 339.1 461 352.6 303 335.2 417 347.0 292 332.5 388 342.9 285 330.5 367 339.8 280 328.9 352 337.4

24" 291 331.2 435 346.6 276 326.8 391 340.2 266 323.7 362 335.6 259 321.4 341 332.1 254 319.6 325 329.3

30" ----- ---- ---- ---- 261 321.2 375 335.8 251 317.8 346 330.8 243 315.2 325 326.9 238 313.3 310 323.9

36" ---- ---- ---- ----- 250 317.2 365 332.6 240 313.5 336 327.3 233 310.8 315 323.2 228 308.7 299 320.0

* Shears are based on Weld Washers (0.060" thickness) with 3/8"diameter holes and E60XX electrodes.

Sidelap

30/3 Pattern

6'-0" Span

30/5 Pattern 30/5 Pattern30/3 Pattern

5'-0" Span4'-0" Span

30/5 Pattern30/3 Pattern 30/5 Pattern 30/3 Pattern

30/3 Pattern

7'-0" Span

7'-0" Span

30/3 Pattern 30/5 Pattern30/3 Pattern 30/5 Pattern 30/3 Pattern

#10 x 3/4" SCREWS AT SIDELAPS

4'-0" Span 5'-0" Span30/5 Pattern

8'-0" Span4'-0" Span 5'-0" Span 6'-0" Span

7'-0" Span30/5 Pattern

BASED ON THREE SPAN CONDITION

6'-0" Span

TABLE 8

30/3 Pattern 30/5 Pattern

26 Gage2 ISD-Dek* with Insulating Concrete (30" Cover Width)8'-0" Span

SD-DEK INVERTED w/Insulating Concrete

ALLOWABLE DIAPHRAGM SHEAR1

WELD WASHERS (3/8" DIA. HOLE) USED AT SUPPORTS *

30/5 Pattern

24 Gage2 ISD-Dek* with Insulating Concrete (30" Cover Width)

30/3 Pattern

8'-0" Span22 Gage3 ISD-Dek with Insulating Concrete (36" Cover Width)

Spacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 806 417.3 886 521.6 750 414.3 814 418.0 713 412.3 766 415.5 687 410.7 732 413.6 667 409.5 707 412.1

12" 611 389.8 691 397.2 556 384.7 619 391.2 518 380.9 571 386.7 492 378.1 537 383.4 472 375.9 512 380.7

18" 546 376.3 626 385.5 491 369.8 554 378.0 453 365.0 507 372.4 427 361.4 472 368.1 407 358.6 447 364.7

24" 514 368.3 594 378.6 458 360.8 522 370.1 421 355.4 474 363.8 394 351.3 440 359.0 374 348.0 414 355.1

30" ----- ---- ---- ---- 439 354.9 502 364.9 401 349.0 455 358.1 375 344.5 420 352.8 355 340.9 395 348.6

36" ---- ---- ---- ----- 426 350.6 489 361.3 388 344.4 442 354.1 362 339.6 407 348.5 342 335.8 382 344.0

Sidelap

Spacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 947 444.9 1043 450.2 880 441.2 957 445.8 835 438.6 899 442.7 803 436.7 858 440.3 779 435.2 827 438.5

12" 710 411.0 806 420.0 643 404.7 720 412.7 598 400.2 662 407.3 566 396.8 621 403.1 542 394.1 590 399.9

18" 632 394.6 728 405.7 564 386.7 641 396.6 520 381.0 584 389.9 487 376.7 542 384.8 463 373.4 511 380.7

24" 592 384.9 688 397.4 525 376.0 602 387.2 480 369.6 544 379.6 448 364.7 503 373.8 424 360.8 472 369.2

30" ----- ---- ---- ---- 501 368.9 578 380.9 456 362.0 520 372.8 424 356.6 479 366.5 400 352.4 448 361.5

36" ---- ---- ---- ----- 486 363.9 562 376.5 441 356.5 505 368.0 409 350.9 463 361.3 385 346.4 433 356.1

Sidelap Center-to-center Span of deck in feetSpacing Welding Pattern (30/3 = 3 welds over 30" cover width)

o/c S G' S is the Allowable Design Diaphragm Strength in pounds per linear foot (plf)6" 370 345.2 G' is the Stiffness in kips per inch (kip/in) of the steel panels as the diaphragm web

Sidelap spacing in inches on center per span

NOTES:2The information used to generate the values in this table are based on Fy=60 ksi and Fu=62 ksi in accordance with AISI-NAS Section A2.3.2.3The values in these tables for the No. 22 gage and No. 20 gage panels are based on Fy=40 ksi and Fu=55ksi.

30/3 Pattern

5'-0" Span

7'-0" Span36/4 Pattern 36/6 Pattern36/6 Pattern36/6 Pattern

36/6 Pattern

1The nominal shear values, Sn, have been divided by SF of 3.25 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).

36/4 Pattern

8'-0" Span

36/4 Pattern36/6 Pattern

4'-0" Span

36/6 Pattern 36/6 Pattern36/4 Pattern 36/4 Pattern36/6 Pattern36/4 Pattern

36/4 Pattern

20 Gage3 ISD-Dek with Insulating Concrete (36" Cover Width)

36/6 Pattern36/4 Pattern

5'-0" Span 6'-0" Span36/4 Pattern 36/6 Pattern 36/4 Pattern

ESR-1169 | Most Widely Accepted and Trusted Page 16 of 94

Page 17: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

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9' -

0"10

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S12

5411

9811

5611

2310

9710

7610

5810

432"

S14

1413

4112

8612

4312

0911

8111

5811

38G

'19

85.8

1981

.319

77.8

1974

.919

72.5

1970

.619

68.9

1967

.4G

'20

16.7

2010

.120

04.9

2000

.819

97.4

1994

.519

92.1

1990

.1

2.5"

S14

5313

9713

5513

2312

9712

7512

5812

432.

5"S

1613

1540

1485

1443

1409

1381

1357

1338

G'

2461

.224

56.7

2453

.124

50.3

2447

.924

45.9

2444

.224

42.8

G'

2492

.124

85.5

2480

.324

76.1

2472

.724

69.9

2467

.524

65.4

3"S

1652

1597

155 5

1522

1496

1475

1457

1442

3"S

1812

1739

1685

1642

1608

1580

1557

1537

G'

2936

.529

32. 0

2928

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25.6

2923

.329

21.3

2919

.629

18.1

G'

2967

.429

60.8

2955

.729

51.5

2948

.129

45.3

2942

.829

40.8

3.5"

S18

5217

9617

5 417

2216

9616

7416

5716

423.

5"S

2012

1939

1884

1841

1807

1780

1756

1737

G'

3411

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07.4

3403

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01.0

3398

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96.6

3394

.933

93.5

G'

3442

.834

36.2

3431

.034

26.9

3423

.534

20.6

3418

.234

16.1

4"S

2051

1995

1954

1921

1895

1874

1856

1841

4"S

2211

2138

2083

2041

2007

1979

1956

1936

4"S

2051

1995

1954

1921

1895

1874

1856

1841

4"S

2211

2138

2083

2041

2007

1979

1956

1936

G'

3887

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82.8

3879

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76.3

3874

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72.0

3870

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68.9

G'

3918

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11.5

3906

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02.2

3898

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96.0

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91.5

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5121

9521

5321

2020

9420

7320

5520

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2411

2338

2283

2240

2206

2178

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54.6

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49.3

4347

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45.7

4344

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G'

4393

.543

86.9

4381

.743

77.6

4374

.243

71.3

4368

.943

66.9

0.02

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5"S

2450

2394

235 2

2320

2294

2273

2255

2240

0.04

74"

5"S

2610

2537

2482

2440

2406

2378

2355

2335

G'

4838

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33.5

4829

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27.1

4824

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22.7

4821

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19.6

G'

4868

.948

62.3

4857

.148

52.9

4849

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46.7

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42.2

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4925

9425

5 225

1924

9324

7224

5424

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5"S

2809

2736

2682

2639

2605

2577

2554

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5313

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02.4

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98.1

5296

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94.9

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37.6

5332

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28.3

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22.1

5319

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17.6

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2849

2793

2751

2719

2693

2671

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3009

2936

2881

2839

2804

2777

2753

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77.8

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97.4

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9229

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1828

9228

7128

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3208

3135

3081

3038

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2976

2953

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3081

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2976

2953

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48.8

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88.3

6283

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79.0

6275

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72.8

6270

.462

68.3

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3248

3192

3150

3118

3092

3070

3052

3037

7"S

3408

3335

3280

3237

3203

3175

3152

3133

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6739

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34.9

6731

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28.5

6726

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24.2

6722

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21.0

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6770

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63.7

6758

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54.4

6751

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48.1

6745

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43.7

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9133

4933

1732

9132

7032

5232

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5"S

3607

3534

3479

3437

3403

3375

3352

3332

G'

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7206

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03.9

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99.5

7197

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96.4

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7245

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39.1

7233

.972

29.7

7226

.372

23.5

7221

.172

19.0

2"S

1347

1280

1230

1190

1159

1133

1112

1094

2"S

1564

1474

1406

1353

1311

1276

1247

1223

G'

1997

.419

92.1

1988

.019

84.6

1981

.919

79.6

1977

.619

75.9

G'

2035

.220

27.3

2021

.120

16.2

2012

.120

08.8

2005

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03.5

2.5"

S15

4614

7914

2 913

9013

5813

3313

1112

932.

5"S

1764

1673

1605

1552

1510

1475

1447

1422

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2472

.824

67.5

2463

.324

60.0

2457

.324

54.9

2453

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51.3

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2510

.525

02.6

2496

.524

91.5

2487

.524

84.1

2481

.324

78.8

3"S

1746

1679

1628

1589

1558

1532

1511

1493

3"S

1963

1873

1805

1752

1709

1675

1646

1622

3"S

1746

1679

1628

1589

1558

1532

1511

1493

3"S

1963

1873

1805

1752

1709

1675

1646

1622

G'

2948

.129

42.9

2938

.729

35.4

2932

.629

30.3

2928

.429

26.7

G'

2985

.929

78.0

2971

.829

66.9

2962

.929

59.5

2956

.629

54.2

3.5"

S19

4518

7818

2817

8917

5717

3217

1016

923.

5"S

2163

2072

2004

1951

1909

1874

1845

1821

G'

3423

.534

18.2

3414

.134

10.7

3408

.034

05.7

3403

.734

02.0

G'

3461

.334

53.3

3447

.234

42.3

3438

.234

34.8

3432

.034

29.5

4"S

2145

2078

2027

1988

1957

1931

1910

1892

4"S

2362

2271

2203

2151

2108

2074

2045

2020

G'

3898

.938

93. 6

3889

.438

86.1

3883

.338

81.0

3879

.138

77.4

G'

3936

.639

28.7

3922

.539

17.6

3913

.639

10.2

3907

.439

04.9

4.5"

S23

4422

7722

2721

8721

5621

3021

0920

914.

5"S

2561

2471

2403

2350

2308

2273

2244

2220

20G

'43

74.2

4368

.943

64.8

4361

.443

58.7

4356

.443

54.4

4352

.816

G'

4412

.044

04.1

4397

.943

93.0

4388

.943

85.6

4382

.743

80.3

0.03

58"

5"S

2544

2476

2426

2387

2356

2330

2309

2290

0.05

98"

5"S

2761

2670

2602

2549

2507

2472

2444

2419

G'

4849

.648

44.3

4840

.148

36.8

4834

.148

31.8

4829

.848

28.1

G'

4887

.348

79.4

4873

.348

68.3

4864

.348

60.9

4858

.148

55.6

5.5"

S27

4326

7626

2525

8625

5525

2925

0824

905.

5"S

2960

2870

2802

2749

2706

2672

2643

2619

5.5"

S27

4326

7626

2525

8625

5525

2925

0824

905.

5"S

2960

2870

2802

2749

2706

2672

2643

2619

G'

5324

.953

19.7

5315

.553

12.2

5309

.453

07.1

5305

.253

03.5

G'

5362

.753

54.8

5348

.653

43.7

5339

.753

36.3

5333

.453

31.0

6"S

2942

2875

282 5

2786

2754

2729

2707

2689

6"S

3160

3069

3001

2948

2906

2871

2842

2818

G'

5800

.357

95.0

5790

.957

87.5

5784

.857

82.5

5780

.557

78.8

G'

5838

.158

30.1

5824

.058

19.1

5815

.058

11.6

5808

.858

06.4

6.5"

S31

4230

7530

2429

8529

5429

2829

0728

896.

5"S

3359

3268

3200

3148

3105

3071

3042

3017

G'

6275

.762

70.4

6266

.262

62.9

6260

.162

57.8

6255

.962

54.2

G'

6313

.463

05.5

6299

.362

94.4

6290

.462

87.0

6284

.262

81.7

7"S

3341

3274

3224

3185

3153

3128

3106

3088

7"S

3558

3468

3400

3347

3305

3270

3241

3217

G'

6751

.067

45.7

6741

.667

38.2

6735

.567

33.2

6731

.267

29.6

G'

6788

.867

80.9

6774

.767

69.8

6765

.767

62.4

6759

.567

57.1

7.5"

S35

4134

7434

2333

8433

5333

2733

0632

887.

5"S

3758

3667

3599

3546

3504

3470

3441

3416

G'

7226

.472

21. 1

7216

.972

13.6

7210

.972

08.6

7206

.672

04.9

G'

7264

.172

56.2

7250

.172

45.1

7241

.172

37.7

7234

.972

32.4

Dec

k pr

oper

ties:

22G

A &

20G

A -

Fy

= 5

0 ks

i, F

u =

65

ksi;

18G

A &

16G

A -

Fy

= 4

0 ks

i, F

u =

55

ksi

Dec

k pr

oper

ties:

22G

A &

20G

A -

Fy

= 5

0 ks

i, F

u =

65

ksi;

18G

A &

16G

A -

Fy

= 4

0 ks

i, F

u =

55

ksi

NO

TES:

Dat

a is

pre

pare

d in

acc

orda

nce

with

SD

I's D

IAP

HR

AG

M D

ES

IGN

MA

NU

AL,

DD

M03

S v

alue

s ha

ve b

een

divi

ded

by a

Saf

ety

Fac

tor

of 3

.25

to o

btai

n (A

SD

) D

iaph

ragm

She

ar v

alue

s fo

r se

ism

ic lo

adin

g.T

he fo

llow

ing

Saf

ety

Fac

tors

sho

wn

are

from

Tab

le D

5 of

200

4 S

uppl

emen

t AIS

I Spe

cific

atio

ns.

Seis

mic

: φ

= .5

0 fo

r LR

FD

and

Ω =

3.2

5 fo

r A

SD

for

fille

d di

aphr

agm

s.W

ind:

φ =

.50

for

LRF

D a

nd Ω

= 3

.25

for

AS

D fo

r fil

led

diap

hrag

ms.

Oth

er:

φ =

.50

for

LRF

D a

nd Ω

= 3

.25

for

AS

D fo

r fil

led

diap

hrag

ms.

Cal

cula

tions

are

bas

ed o

n a

''SIN

GLE

SP

AN

CO

ND

ITIO

N''.

C

oncr

ete

prop

ertie

s: f'

c =

300

0 ps

i, D

ensi

ty =

110

pcf

Con

cret

e co

ver

thic

knes

s is

def

ined

as

the

thic

knes

s ab

ove

the

top

flang

e of

dec

k pa

nel.

Sid

e-la

p at

tach

men

t spa

cing

= 3

6'' o

.c.

ESR-1169 | Most Widely Accepted and Trusted Page 17 of 94

Page 18: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

TA

BL

E 1

0

Com

posi

te F

loor

-Dek

1.5

Allo

wab

le D

iaph

ragm

She

ar

SUPP

OR

T C

ON

NEC

TIO

N:

1/2"

Effe

ctiv

e W

eld

Dia

met

erS

= A

llow

able

Dia

phra

gm S

hear

(lb

s/fo

ot)

SI

DEL

AP C

ON

NEC

TIO

N:

S

/L S

crew

s #1

0 or

1-1

/2"

Fill

et W

elds

G' =

Stif

fnes

s F

acto

r (k

ips/

in.)

AT

TAC

HM

ENT

PATT

ERN

: 36

/ 4

CO

NC

RET

E D

ENSI

TY:

145

PC

F N

orm

al-w

eigh

t Str

uctu

ral C

oncr

ete

GAG

EC

ON

C. C

OVE

RFA

CTO

R

DEC

K S

PAN

- C

to C

SU

PPO

RT

GAG

EC

ON

C. C

OVE

RFA

CTO

R

DEC

K S

PAN

- C

to C

SU

PPO

RT

GAG

EC

ON

C. C

OVE

RFA

CTO

R

DEC

K S

PAN

- C

to C

SU

PPO

RT

GAG

EC

ON

C. C

OVE

RFA

CTO

R

DEC

K S

PAN

- C

to C

SU

PPO

RT

THIC

KN

ESS

(in.)

6' -

0"7'

- 0"

8' -

0"9'

- 0"

10' -

0"

11' -

0"

12' -

0"

13' -

0"

THIC

KN

ESS

(in.)

6' -

0"7'

- 0"

8' -

0"9'

- 0"

10' -

0"

11' -

0"

12' -

0"

13' -

0"

2"S

1663

1607

1565

1533

1507

1486

1468

1453

2"S

1823

1750

1695

1653

1619

1591

1568

1548

G'

1985

.819

81.3

1977

.819

74.9

1972

.519

70.6

1968

.919

67.4

G'

2016

.720

10.1

2004

.920

00.8

1997

.419

94.5

1992

.119

90.1

2.5"

S19

6519

0918

6718

3518

0917

8717

7017

552.

5"S

2125

2052

1997

1955

1921

1893

1869

1850

G'

2461

.224

56.7

2453

.124

50.3

2447

.924

45.9

2444

.224

42.8

G'

2492

.124

85.5

2480

.324

76.1

2472

.724

69.9

2467

.524

65.4

3"S

2267

2211

2169

2137

2111

2089

2071

2056

3"S

2427

2354

2299

2256

2222

2194

2171

2152

G'

2936

.529

32.0

2928

.529

25.6

2923

.329

21.3

2919

.629

18.1

G'

2967

.429

60.8

2955

.729

51.5

2948

.129

45.3

2942

.829

40.8

3.5"

S25

6825

1324

7124

3824

1223

9123

7323

583.

5"S

2729

2656

2601

2558

2524

2496

2473

2453

G'

3411

.934

07.4

3403

.834

01.0

3398

.633

96.6

3394

.933

93.5

G'

3442

.834

36.2

3431

.034

26.9

3423

.534

20.6

3418

.234

16.1

4"S

2870

2814

2773

2740

2714

2693

2675

2660

4"S

3030

2957

2903

2860

2826

2798

2775

2755

4"S

2870

2814

2773

2740

2714

2693

2675

2660

4"S

3030

2957

2903

2860

2826

2798

2775

2755

G'

3887

.338

82.8

3879

.238

76.3

3874

.038

72.0

3870

.338

68.9

G'

3918

.239

11.5

3906

.439

02.2

3898

.838

96.0

3893

.638

91.5

4.5"

S31

7231

1630

7430

4230

1629

9529

7729

624.

5"S

3332

3259

3204

3162

3128

3100

3077

3057

22G

'43

62.6

4358

.143

54.6

4351

.743

49.3

4347

.443

45.7

4344

.218

G'

4393

.543

86.9

4381

.743

77.6

4374

.243

71.3

4368

.943

66.9

0.02

95"

5"S

3474

3418

3376

3344

3318

3296

3279

3264

0.04

74"

5"S

3634

3561

3506

3464

3430

3402

3378

3359

G'

4838

.048

33.5

4829

.948

27.1

4824

.748

22.7

4821

.048

19.6

G'

4868

.948

62.3

4857

.148

52.9

4849

.548

46.7

4844

.348

42.2

5.5"

S37

7637

2036

7836

4636

2035

9835

8035

655.

5"S

3936

3863

3808

3765

3731

3703

3680

3661

G'

5313

.353

08.8

5305

.353

02.4

5300

.152

98.1

5296

.452

94.9

G'

5344

.253

37.6

5332

.553

28.3

5324

.953

22.1

5319

.653

17.6

6"S

4077

4022

3980

3947

3921

3900

3882

3867

6"S

4238

4165

4110

4067

4033

4005

3982

3962

G'

5788

.757

84.2

5780

.657

77.8

5775

.457

73.4

5771

.757

70.3

G'

5819

.658

13.0

5807

.858

03.7

5800

.357

97.4

5795

.057

92.9

6.5"

S43

7943

2442

8242

4942

2342

0241

8441

696.

5"S

4539

4466

4412

4369

4335

4307

4284

4264

6.5"

S43

7943

2442

8242

4942

2342

0241

8441

696.

5"S

4539

4466

4412

4369

4335

4307

4284

4264

G'

6264

.162

59.6

6256

.062

53.1

6250

.862

48.8

6247

.162

45.7

G'

6295

.062

88.3

6283

.262

79.0

6275

.662

72.8

6270

.462

68.3

7"S

4681

4625

4583

4551

4525

4504

4486

4471

7"S

4841

4768

4713

4671

4637

4609

4586

4566

G'

6739

.467

34.9

6731

.467

28.5

6726

.167

24.2

6722

.567

21.0

G'

6770

.367

63.7

6758

.567

54.4

6751

.067

48.1

6745

.767

43.7

7.5"

S49

8349

2748

8548

5348

2748

0547

8847

737.

5"S

5143

5070

5015

4973

4939

4911

4887

4868

G'

7214

.872

10.3

7206

.772

03.9

7201

.571

99.5

7197

.871

96.4

G'

7245

.772

39.1

7233

.972

29.7

7226

.372

23.5

7221

.172

19.0

2"S

1757

1689

1639

1600

1569

1543

1522

1504

2"S

1974

1883

1815

1762

1720

1685

1657

1632

G'

1997

.419

92.1

1988

.019

84.6

1981

.919

79.6

1977

.619

75.9

G'

2035

.220

27.3

2021

.120

16.2

2012

.120

08.8

2005

.920

03.5

2.5"

S20

5819

9119

4119

0218

7018

4518

2318

052.

5"S

2276

2185

2117

2064

2022

1987

1958

1934

G'

2472

.824

67.5

2463

.324

60.0

2457

.324

54.9

2453

.024

51.3

G'

2510

.525

02.6

2496

.524

91.5

2487

.524

84.1

2481

.324

78.8

3"S

2360

2293

2243

2204

2172

2147

2125

2107

3"S

2577

2487

2419

2366

2324

2289

2260

2236

3"S

2360

2293

2243

2204

2172

2147

2125

2107

3"S

2577

2487

2419

2366

2324

2289

2260

2236

G'

2948

.129

42.9

2938

.729

35.4

2932

.629

30.3

2928

.429

26.7

G'

2985

.929

78.0

2971

.829

66.9

2962

.929

59.5

2956

.629

54.2

3.5"

S26

6225

9525

4525

0524

7424

4824

2724

093.

5"S

2879

2789

2721

2668

2625

2591

2562

2538

G'

3423

.534

18.2

3414

.134

10.7

3408

.034

05.7

3403

.734

02.0

G'

3461

.334

53.3

3447

.234

42.3

3438

.234

34.8

3432

.034

29.5

4"S

2964

2897

2846

2807

2776

2750

2729

2711

4"S

3181

3090

3022

2970

2927

2893

2864

2839

G'

3898

.938

93.6

3889

.438

86.1

3883

.338

81.0

3879

.138

77.4

G'

3936

.639

28.7

3922

.539

17.6

3913

.639

10.2

3907

.439

04.9

4.5"

S32

6631

9831

4831

0930

7830

5230

3130

134.

5"S

3483

3392

3324

3271

3229

3194

3166

3141

20G

'43

74.2

4368

.943

64.8

4361

.443

58.7

4356

.443

54.4

4352

.816

G'

4412

.044

04.1

4397

.943

93.0

4388

.943

85.6

4382

.743

80.3

0.03

58"

5"S

3567

3500

3450

3411

3379

3354

3332

3314

0.05

98"

5"S

3785

3694

3626

3573

3531

3496

3467

3443

G'

4849

.648

44.3

4840

.148

36.8

4834

.148

31.8

4829

.848

28.1

G'

4887

.348

79.4

4873

.348

68.3

4864

.348

60.9

4858

.148

55.6

5.5"

S38

6938

0237

5237

1336

8136

5636

3436

165.

5"S

4087

3996

3928

3875

3833

3798

3769

3745

5.5"

S38

6938

0237

5237

1336

8136

5636

3436

165.

5"S

4087

3996

3928

3875

3833

3798

3769

3745

G'

5324

.953

19.7

5315

.553

12.2

5309

.453

07.1

5305

.253

03.5

G'

5362

.753

54.8

5348

.653

43.7

5339

.753

36.3

5333

.453

31.0

6"S

4171

4104

4054

4014

3983

3957

3936

3918

6"S

4388

4298

4230

4177

4135

4100

4071

4047

G'

5800

.357

95.0

5790

.957

87.5

5784

.857

82.5

5780

.557

78.8

G'

5838

.158

30.1

5824

.058

19.1

5815

.058

11.6

5808

.858

06.4

6.5"

S44

7344

0643

5543

1642

8542

5942

3842

206.

5"S

4690

4599

4531

4479

4436

4402

4373

4348

G'

6275

.762

70.4

6266

.262

62.9

6260

.162

57.8

6255

.962

54.2

G'

6313

.463

05.5

6299

.362

94.4

6290

.462

87.0

6284

.262

81.7

7"S

4775

4708

4657

4618

4587

4561

4540

4522

7"S

4992

4901

4833

4780

4738

4704

4675

4650

G'

6751

.067

45.7

6741

.667

38.2

6735

.567

33.2

6731

.267

29.6

G'

6788

.867

80.9

6774

.767

69.8

6765

.767

62.4

6759

.567

57.1

7.5"

S50

7650

0949

5949

2048

8848

6348

4148

237.

5"S

5294

5203

5135

5082

5040

5005

4976

4952

G'

7226

.472

21.1

7216

.972

13.6

7210

.972

08.6

7206

.672

04.9

G'

7264

.172

56.2

7250

.172

45.1

7241

.172

37.7

7234

.972

32.4

Dec

k pr

oper

ties:

22G

A &

20G

A -

Fy

= 5

0 ks

i, F

u =

65

ksi;

18G

A &

16G

A -

Fy

= 4

0 ks

i, F

u =

55

ksi

Dec

k pr

oper

ties:

22G

A &

20G

A -

Fy

= 5

0 ks

i, F

u =

65

ksi;

18G

A &

16G

A -

Fy

= 4

0 ks

i, F

u =

55

ksi

NO

TES:

Dat

a is

pre

pare

d in

acc

orda

nce

with

SD

I's D

IAP

HR

AG

M D

ES

IGN

MA

NU

AL,

DD

M03

S v

alue

s ha

ve b

een

divi

ded

by a

Saf

ety

Fac

tor

of 3

.25

to o

btai

n (A

SD

) D

iaph

ragm

She

ar v

alue

s fo

r se

ism

ic lo

adin

g.T

he fo

llow

ing

Saf

ety

Fac

tors

sho

wn

are

from

Tab

le D

5 of

200

4 S

uppl

emen

t AIS

I Spe

cific

atio

ns.

Seis

mic

: φ

= .5

0 fo

r LR

FD

and

Ω =

3.2

5 fo

r A

SD

for

fille

d di

aphr

agm

s.W

ind:

φ =

.50

for

LRF

D a

nd Ω

= 3

.25

for

AS

D fo

r fil

led

diap

hrag

ms.

Oth

er:

φ =

.50

for

LRF

D a

nd Ω

= 3

.25

for

AS

D fo

r fil

led

diap

hrag

ms.

Cal

cula

tions

are

bas

ed o

n a

''SIN

GLE

SP

AN

CO

ND

ITIO

N''.

C

oncr

ete

prop

ertie

s: f'

c =

300

0 ps

i, D

ensi

ty =

145

pcf

Con

cret

e co

ver

thic

knes

s is

def

ined

as

the

thic

knes

s ab

ove

the

top

flang

e of

dec

k pa

nel.

Sid

e-la

p at

tach

men

t spa

cing

= 3

6'' o

.c.

ESR-1169 | Most Widely Accepted and Trusted Page 18 of 94

Page 19: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

TAB

LE 1

1

Com

posi

te F

loor

-Dek

1.5

ES

Inte

rlock

ing

SU

PPO

RT

CO

NN

ECTI

ON

: 1/

2" E

ffect

ive

Wel

d D

iam

eter

S =

Allo

wab

le D

iaph

ragm

She

ar (

lbs/

foot

)

SID

ELAP

CO

NN

ECTI

ON

:

But

ton

Pun

ch, D

ek-L

ok IS

L, #

10 T

EK

Scr

ew, 1

-1/2

" F

illet

Wel

dG

' = S

tiffn

ess

Fac

tor

(kip

s/in

.)

ATTA

CH

MEN

T PA

TTER

N:

36 /

4C

ON

CR

ETE

DEN

SITY

:11

0 P

CF

Str

uctu

ral L

ight

-wei

ght C

oncr

ete

GAG

EC

ON

C. C

OVE

RFA

CTO

R

DEC

K S

PAN

- C

to C

SU

PPO

RT

GAG

EC

ON

C. C

OVE

RFA

CTO

R

DEC

K S

PAN

- C

to C

SU

PPO

RT

GAG

EC

ON

C. C

OVE

RFA

CTO

R

DEC

K S

PAN

- C

to C

SU

PPO

RT

GAG

EC

ON

C. C

OVE

RFA

CTO

R

DEC

K S

PAN

- C

to C

SU

PPO

RT

THIC

KN

ESS

(in.)

6' -

0"7'

- 0"

8' -

0"9'

- 0"

10' -

0"

11' -

0"

12' -

0"

13' -

0"

THIC

KN

ESS

(in.)

6' -

0"7'

- 0"

8' -

0"9'

- 0"

10' -

0"

11' -

0"

12' -

0"

13' -

0"

2"S

1232

1173

1129

1094

1067

1044

1026

1010

2"S

1389

1313

1255

1211

1175

1146

1121

1101

G'

1973

.719

66.6

1960

.819

56.0

1952

.119

48.7

1945

.819

43.3

G'

1999

.119

88.9

1980

.719

74.1

1968

.519

63.9

1959

.919

56.4

2.5"

S14

3113

7213

2812

9412

6612

4412

2512

092.

5"S

1588

1512

1455

1410

1374

1345

1321

1300

G'

2449

.124

41.9

2436

.124

31.4

2427

.424

24.0

2421

.124

18.6

G'

2474

.524

64.2

2456

.124

49.4

2443

.924

39.2

2435

.224

31.8

3"S

1631

1572

1528

1493

1466

1443

1424

1409

3"S

1788

1711

1654

1609

1574

1544

1520

1499

G'

2924

.429

17.3

2911

.529

06.8

2902

.828

99.4

2896

.528

94.0

G'

2949

.829

39.6

2931

.429

24.8

2919

.229

14.6

2910

.629

07.1

3.5"

S18

3017

7117

2716

9316

6516

4316

2416

083.

5"S

1987

1911

1853

1809

1773

1744

1719

1699

G'

3399

.833

92.6

3386

.933

82.1

3378

.133

74.8

3371

.933

69.3

G'

3425

.234

14.9

3406

.834

00.1

3394

.633

89.9

3385

.933

82.5

4"S

2029

1971

1926

1892

1865

1842

1823

1807

4"S

2187

2110

2053

2008

1972

1943

1919

1898

4"S

2029

1971

1926

1892

1865

1842

1823

1807

4"S

2187

2110

2053

2008

1972

1943

1919

1898

G'

3875

.138

68.0

3862

.238

57.5

3853

.538

50.1

3847

.238

44.7

G'

3900

.538

90.3

3882

.138

75.5

3870

.038

65.3

3861

.338

57.9

4.5"

S22

2921

7021

2620

9120

6420

4120

2320

074.

5"S

2386

2310

2252

2208

2172

2143

2118

2098

22G

'43

50.5

4343

.443

37.6

4332

.843

28.9

4325

.543

22.6

4320

.118

G'

4375

.943

65.7

4357

.543

50.9

4345

.343

40.7

4336

.743

33.2

0.02

95"

5"S

2428

2369

2325

2291

2263

2241

2222

2206

0.04

74"

5"S

2586

2509

2452

2407

2371

2342

2318

2297

G'

4825

.948

18.7

4812

.948

08.2

4804

.248

00.9

4797

.947

95.4

G'

4851

.348

41.0

4832

.948

26.2

4820

.748

16.0

4812

.048

08.6

5.5"

S26

2825

6925

2524

9024

6324

4024

2224

065.

5"S

2785

2708

2651

2606

2571

2542

2517

2497

G'

5301

.252

94.1

5288

.352

83.6

5279

.652

76.2

5273

.352

70.8

G'

5326

.653

16.4

5308

.253

01.6

5296

.052

91.4

5287

.452

83.9

6"S

2827

2768

2724

2690

2662

2640

2621

2605

6"S

2984

2908

2850

2806

2770

2741

2717

2696

G'

5776

.657

69.4

5763

.757

58.9

5754

.957

51.6

5748

.757

46.1

G'

5802

.057

91.7

5783

.657

76.9

5771

.457

66.7

5762

.757

59.3

6.5"

S30

2629

6829

2328

8928

6228

3928

2028

056.

5"S

3184

3107

3050

3005

2970

2940

2916

2895

6.5"

S30

2629

6829

2328

8928

6228

3928

2028

056.

5"S

3184

3107

3050

3005

2970

2940

2916

2895

G'

6251

.962

44.8

6239

.062

34.3

6230

.362

26.9

6224

.062

21.5

G'

6277

.362

67.1

6258

.962

52.3

6246

.862

42.1

6238

.162

34.7

7"S

3226

3167

3123

3089

3061

3039

3020

3004

7"S

3383

3307

3249

3205

3169

3140

3115

3095

G'

6727

.367

20.2

6714

.467

09.6

6705

.767

02.3

6699

.466

96.9

G'

6752

.767

42.5

6734

.367

27.7

6722

.167

17.5

6713

.567

10.0

7.5"

S34

2533

6633

2232

8832

6032

3832

1932

037.

5"S

3583

3506

3449

3404

3368

3339

3315

3294

G'

7202

.771

95.5

7189

.771

85.0

7181

.071

77.7

7174

.771

72.2

G'

7228

.172

17.8

7209

.772

03.0

7197

.571

92.8

7188

.871

85.4

2"S

1323

1253

1200

1159

1126

1099

1077

1058

2"S

1542

1449

1378

1324

1280

1244

1214

1189

G'

1983

.319

75.0

1968

.319

62.8

1958

.319

54.4

1951

.119

48.2

G'

2014

.220

02.1

1992

.519

84.7

1978

.219

72.8

1968

.119

64.1

2.5"

S15

2314

5213

9913

5813

2512

9812

7612

572.

5"S

1742

1648

1578

1523

1479

1444

1414

1389

G'

2458

.624

50.3

2443

.724

38.2

2433

.624

29.8

2426

.524

23.6

G'

2489

.624

77.4

2467

.824

60.0

2453

.624

48.1

2443

.524

39.5

3"S

1722

1652

1599

1558

1525

1498

1475

1456

3"S

1941

1848

1777

1723

1679

1643

1613

1588

3"S

1722

1652

1599

1558

1525

1498

1475

1456

3"S

1941

1848

1777

1723

1679

1643

1613

1588

G'

2934

.029

25.7

2919

.029

13.6

2909

.029

05.1

2901

.828

99.0

G'

2964

.929

52.8

2943

.229

35.4

2928

.929

23.5

2918

.929

14.9

3.5"

S19

2218

5117

9817

5717

2416

9716

7516

563.

5"S

2141

2047

1977

1922

1878

1842

1813

1787

G'

3409

.334

01.0

3394

.433

88.9

3384

.433

80.5

3377

.233

74.3

G'

3440

.334

28.2

3418

.634

10.8

3404

.333

98.9

3394

.233

90.2

4"S

2121

2051

1998

1957

1924

1897

1874

1855

4"S

2340

2246

2176

2121

2078

2042

2012

1987

G'

3884

.738

76.4

3869

.738

64.3

3859

.738

55.9

3852

.638

49.7

G'

3915

.639

03.5

3893

.938

86.1

3879

.738

74.2

3869

.638

65.6

4.5"

S23

2122

5021

9721

5621

2320

9620

7420

554.

5"S

2540

2446

2376

2321

2277

2241

2211

2186

20G

'43

60.1

4351

.843

45.1

4339

.643

35.1

4331

.243

27.9

4325

.016

G'

4391

.043

78.9

4369

.343

61.5

4355

.043

49.6

4344

.943

40.9

0.03

58"

5"S

2520

2449

2396

2355

2322

2296

2273

2254

0.05

98"

5"S

2739

2645

2575

2520

2476

2441

2411

2386

G'

4835

.448

27.1

4820

.548

15.0

4810

.548

06.6

4803

.348

00.4

G'

4866

.448

54.2

4844

.648

36.8

4830

.448

24.9

4820

.348

16.3

5.5"

S27

1926

4925

9625

5525

2224

9524

7224

535.

5"S

2938

2845

2774

2720

2676

2640

2610

2585

5.5"

S27

1926

4925

9625

5525

2224

9524

7224

535.

5"S

2938

2845

2774

2720

2676

2640

2610

2585

G'

5310

.853

02.5

5295

.852

90.4

5285

.852

81.9

5278

.652

75.8

G'

5341

.753

29.6

5320

.053

12.2

5305

.753

00.3

5295

.752

91.7

6"S

2919

2848

2795

2754

2721

2694

2672

2653

6"S

3138

3044

2974

2919

2875

2840

2810

2784

G'

5786

.157

77.8

5771

.257

65.7

5761

.257

57.3

5754

.057

51.1

G'

5817

.158

05.0

5795

.457

87.6

5781

.157

75.7

5771

.057

67.0

6.5"

S31

1830

4829

9529

5429

2128

9428

7128

526.

5"S

3337

3243

3173

3118

3075

3039

3009

2984

G'

6261

.562

53.2

6246

.562

41.1

6236

.562

32.7

6229

.462

26.5

G'

6292

.462

80.3

6270

.762

62.9

6256

.562

51.0

6246

.462

42.4

7"S

3318

3247

3194

3153

3120

3093

3071

3052

7"S

3537

3443

3373

3318

3274

3238

3209

3183

G'

6736

.967

28.6

6721

.967

16.4

6711

.967

08.0

6704

.767

01.8

G'

6767

.867

55.7

6746

.167

38.3

6731

.867

26.4

6721

.767

17.7

7.5"

S35

1734

4633

9433

5233

2032

9332

7032

517.

5"S

3736

3642

3572

3517

3474

3438

3408

3383

G'

7212

.272

03.9

7197

.371

91.8

7187

.371

83.4

7180

.171

77.2

G'

7243

.272

31.0

7221

.472

13.6

7207

.272

01.7

7197

.171

93.1

Dec

k pr

oper

ties:

22G

A &

20G

A -

Fy

= 5

0 ks

i, F

u =

65

ksi;

18G

A &

16G

A -

Fy

= 4

0 ks

i, F

u =

55

ksi

Dec

k pr

oper

ties:

22G

A &

20G

A -

Fy

= 5

0 ks

i, F

u =

65

ksi;

18G

A &

16G

A -

Fy

= 4

0 ks

i, F

u =

55

ksi

NO

TES:

Dat

a is

pre

pare

d in

acc

orda

nce

with

SD

I's D

IAP

HR

AG

M D

ES

IGN

MA

NU

AL,

DD

M03

S v

alue

s ha

ve b

een

divi

ded

by a

Saf

ety

Fac

tor

of 3

.25

to o

btai

n (A

SD

) D

iaph

ragm

She

ar v

alue

s fo

r se

ism

ic lo

adin

g.T

he fo

llow

ing

Saf

ety

Fac

tors

sho

wn

are

from

Tab

le D

5 of

200

4 S

uppl

emen

t AIS

I Spe

cific

atio

ns.

Seis

mic

: φ

= .5

0 fo

r LR

FD

and

Ω =

3.2

5 fo

r A

SD

for

fille

d di

aphr

agm

s.W

ind:

φ =

.50

for

LRF

D a

nd Ω

= 3

.25

for

AS

D fo

r fil

led

diap

hrag

ms.

Oth

er:

φ =

.50

for

LRF

D a

nd Ω

= 3

.25

for

AS

D fo

r fil

led

diap

hrag

ms.

Cal

cula

tions

are

bas

ed o

n a

''SIN

GLE

SP

AN

CO

ND

ITIO

N''.

C

oncr

ete

prop

ertie

s: f'

c =

300

0 ps

i, D

ensi

ty =

110

pcf

Con

cret

e co

ver

thic

knes

s is

def

ined

as

the

thic

knes

s ab

ove

the

top

flang

e of

dec

k pa

nel.

Sid

e-la

p at

tach

men

t spa

cing

= 3

6'' o

.c.

ESR-1169 | Most Widely Accepted and Trusted Page 19 of 94

Page 20: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

TA

BL

E 1

2

Com

posi

te F

loor

-Dek

1.5

ES

Inte

rlock

ing

Allo

wab

le D

iaph

ragm

She

ar

SUPP

OR

T C

ON

NEC

TIO

N:

1/2"

Effe

ctiv

e W

eld

Dia

met

erS

= A

llow

able

Dia

phra

gm S

hear

(lb

s/fo

ot)

SI

DEL

AP C

ON

NEC

TIO

N:

B

utto

n P

unch

, Dek

-Lok

ISL,

#10

TE

K S

crew

, 1-1

/2"

Fill

et W

eld

G' =

Stif

fnes

s F

acto

r (k

ips/

in.)

AT

TAC

HM

ENT

PATT

ERN

: 36

/ 4

CO

NC

RET

E D

ENSI

TY:

145

PC

F N

orm

al-w

eigh

t Str

uctu

ral C

oncr

ete

G

AGE

CO

NC

. CO

VER

FAC

TOR

DEC

K S

PAN

- C

to C

SU

PPO

RT

GAG

EC

ON

C. C

OVE

RFA

CTO

RD

ECK

SPA

N -

C to

C S

UPP

OR

TG

AGE

CO

NC

. CO

VER

FAC

TOR

D

ECK

SPA

N -

C to

C S

UPP

OR

TG

AGE

CO

NC

. CO

VER

FAC

TOR

D

ECK

SPA

N -

C to

C S

UPP

OR

TTH

ICK

NES

S (in

.)6'

- 0"

7' -

0"8'

- 0"

9' -

0"10

' - 0

"11

' - 0

"12

' - 0

"13

' - 0

"TH

ICK

NES

S (in

.)6'

- 0"

7' -

0"8'

- 0"

9' -

0"10

' - 0

"11

' - 0

"12

' - 0

"13

' - 0

"2"

S16

4115

8215

3815

0414

7614

5414

3514

192"

S17

9917

2216

6516

2015

8415

5515

3115

10G

'19

73.7

1966

.619

60.8

1956

.019

52.1

1948

.719

45.8

1943

.3G

'19

99.1

1988

.919

80.7

1974

.119

68.5

1963

.919

59.9

1956

.4

2.5"

S19

4318

8418

4018

0617

7817

5617

3717

212.

5"S

2100

2024

1966

1922

1886

1857

1833

1812

G'

2449

.124

41.9

2436

.124

31.4

2427

.424

24.0

2421

.124

18.6

G'

2474

.524

64.2

2456

.124

49.4

2443

.924

39.2

2435

.224

31.8

3"S

2245

2186

2142

2108

2080

2058

2039

2023

3"S

2402

2326

2268

2224

2188

2159

2134

2114

G'

2924

.429

17.3

2911

.529

06.8

2902

.828

99.4

2896

.528

94.0

G'

2949

.829

39.6

2931

.429

24.8

2919

.229

14.6

2910

.629

07.1

3.5"

S25

4724

8824

4424

0923

8223

5923

4123

253.

5"S

2704

2627

2570

2525

2490

2461

2436

2416

G'

3399

.833

92.6

3386

.933

82.1

3378

.133

74.8

3371

.933

69.3

G'

3425

.234

14.9

3406

.834

00.1

3394

.633

89.9

3385

.933

82.5

G'

3399

.833

92.6

3386

.933

82.1

3378

.133

74.8

3371

.933

69.3

G'

3425

.234

14.9

3406

.834

00.1

3394

.633

89.9

3385

.933

82.5

4"S

2848

2790

2745

2711

2684

2661

2642

2627

4"S

3006

2929

2872

2827

2792

2762

2738

2717

G'

3875

.138

68.0

3862

.238

57.5

3853

.538

50.1

3847

.238

44.7

G'

3900

.538

90.3

3882

.138

75.5

3870

.038

65.3

3861

.338

57.9

4.5"

S31

5030

9130

4730

1329

8529

6329

4429

284.

5"S

3308

3231

3174

3129

3093

3064

3040

3019

22G

'43

50.5

4343

.443

37.6

4332

.843

28.9

4325

.543

22.6

4320

.118

G'

4375

.943

65.7

4357

.543

50.9

4345

.343

40.7

4336

.743

33.2

0.02

95"

5"S

3452

3393

3349

3315

3287

3265

3246

3230

0.04

74"

5"S

3609

3533

3476

3431

3395

3366

3342

3321

G'

4825

.948

18.7

4812

.948

08.2

4804

.248

00.9

4797

.947

95.4

G'

4851

.348

41.0

4832

.948

26.2

4820

.748

16.0

4812

.048

08.6

5.5"

S37

5436

9536

5136

1735

8935

6735

4835

325.

5"S

3911

3835

3777

3733

3697

3668

3643

3623

G'

5301

.252

94.1

5288

.352

83.6

5279

.652

76.2

5273

.352

70.8

G'

5326

.653

16.4

5308

.253

01.6

5296

.052

91.4

5287

.452

83.9

6"S

4056

3997

3953

3918

3891

3868

3850

3834

6"S

4213

4136

4079

4034

3999

3970

3945

3925

G'

5776

.657

69.4

5763

.757

58.9

5754

.957

51.6

5748

.757

46.1

G'

5802

.057

91.7

5783

.657

76.9

5771

.457

66.7

5762

.757

59.3

6.5"

S43

5842

9942

5442

2041

9341

7041

5141

366.

5"S

4515

4438

4381

4336

4301

4271

4247

4226

6.5"

S43

5842

9942

5442

2041

9341

7041

5141

366.

5"S

4515

4438

4381

4336

4301

4271

4247

4226

G'

6251

.962

44.8

6239

.062

34.3

6230

.362

26.9

6224

.062

21.5

G'

6277

.362

67.1

6258

.962

52.3

6246

.862

42.1

6238

.162

34.7

7"S

4659

4600

4556

4522

4494

4472

4453

4437

7"S

4817

4740

4683

4638

4602

4573

4549

4528

G'

6727

.367

20.2

6714

.467

09.6

6705

.767

02.3

6699

.466

96.9

G'

6752

.767

42.5

6734

.367

27.7

6722

.167

17.5

6713

.567

10.0

7.5"

S49

6149

0248

5848

2447

9647

7447

5547

397.

5"S

5118

5042

4985

4940

4904

4875

4851

4830

G'

7202

.771

95.5

7189

.771

85.0

7181

.071

77.7

7174

.771

72.2

G'

7228

.172

17.8

7209

.772

03.0

7197

.571

92.8

7188

.871

85.4

2"S

1733

1662

1610

1568

1535

1509

1486

1467

2"S

1952

1858

1788

1733

1690

1654

1624

1599

G'

1983

.319

75.0

1968

.319

62.8

1958

.319

54.4

1951

.119

48.2

G'

2014

.220

02.1

1992

.519

84.7

1978

.219

72.8

1968

.119

64.1

2.5"

S20

3519

6419

1118

7018

3718

1017

8817

692.

5"S

2254

2160

2090

2035

1991

1956

1926

1900

G'

2458

.624

50.3

2443

.724

38.2

2433

.624

29.8

2426

.524

23.6

G'

2489

.624

77.4

2467

.824

60.0

2453

.624

48.1

2443

.524

39.5

3"S

2337

2266

2213

2172

2139

2112

2090

2071

3"S

2556

2462

2392

2337

2293

2257

2228

2202

3"S

2337

2266

2213

2172

2139

2112

2090

2071

3"S

2556

2462

2392

2337

2293

2257

2228

2202

G'

2934

.029

25.7

2919

.029

13.6

2909

.029

05.1

2901

.828

99.0

G'

2964

.929

52.8

2943

.229

35.4

2928

.929

23.5

2918

.929

14.9

3.5"

S26

3825

6825

1524

7424

4124

1423

9223

733.

5"S

2857

2764

2693

2639

2595

2559

2529

2504

G'

3409

.334

01.0

3394

.433

88.9

3384

.433

80.5

3377

.233

74.3

G'

3440

.334

28.2

3418

.634

10.8

3404

.333

98.9

3394

.233

90.2

4"S

2940

2870

2817

2776

2743

2716

2693

2674

4"S

3159

3066

2995

2940

2897

2861

2831

2806

G'

3884

.738

76.4

3869

.738

64.3

3859

.738

55.9

3852

.638

49.7

G'

3915

.639

03.5

3893

.938

86.1

3879

.738

74.2

3869

.638

65.6

4.5"

S32

4231

7131

1930

7730

4530

1829

9529

764.

5"S

3461

3367

3297

3242

3199

3163

3133

3108

20G

'43

60.1

4351

.843

45.1

4339

.643

35.1

4331

.243

27.9

4325

.016

G'

4391

.043

78.9

4369

.343

61.5

4355

.043

49.6

4344

.943

40.9

0.03

58"

5"S

3544

3473

3420

3379

3346

3319

3297

3278

0.05

98"

5"S

3763

3669

3599

3544

3500

3465

3435

3409

G'

4835

.448

27.1

4820

.548

15.0

4810

.548

06.6

4803

.348

00.4

G'

4866

.448

54.2

4844

.648

36.8

4830

.448

24.9

4820

.348

16.3

5.5"

S38

4637

7537

2236

8136

4836

2135

9935

805.

5"S

4065

3971

3901

3846

3802

3766

3737

3711

5.5"

S38

4637

7537

2236

8136

4836

2135

9935

805.

5"S

4065

3971

3901

3846

3802

3766

3737

3711

G'

5310

.853

02.5

5295

.852

90.4

5285

.852

81.9

5278

.652

75.8

G'

5341

.753

29.6

5320

.053

12.2

5305

.753

00.3

5295

.752

91.7

6"S

4147

4077

4024

3983

3950

3923

3901

3882

6"S

4366

4273

4202

4148

4104

4068

4038

4013

G'

5786

.157

77.8

5771

.257

65.7

5761

.257

57.3

5754

.057

51.1

G'

5817

.158

05.0

5795

.457

87.6

5781

.157

75.7

5771

.057

67.0

6.5"

S44

4943

7943

2642

8542

5242

2542

0241

836.

5"S

4668

4575

4504

4450

4406

4370

4340

4315

G'

6261

.562

53.2

6246

.562

41.1

6236

.562

32.7

6229

.462

26.5

G'

6292

.462

80.3

6270

.762

62.9

6256

.562

51.0

6246

.462

42.4

7"S

4751

4680

4628

4586

4554

4527

4504

4485

7"S

4970

4876

4806

4751

4708

4672

4642

4617

G'

6736

.967

28.6

6721

.967

16.4

6711

.967

08.0

6704

.767

01.8

G'

6767

.867

55.7

6746

.167

38.3

6731

.867

26.4

6721

.767

17.7

7.5"

S50

5349

8249

2948

8848

5548

2848

0647

877.

5"S

5272

5178

5108

5053

5009

4974

4944

4918

G'

7212

.272

03.9

7197

.371

91.8

7187

.371

83.4

7180

.171

77.2

G'

7243

.272

31.0

7221

.472

13.6

7207

.272

01.7

7197

.171

93.1

Dec

k pr

oper

ties:

22G

A &

20G

A -

Fy

= 5

0 ks

i, F

u =

65

ksi;

18G

A &

16G

A -

Fy

= 4

0 ks

i, F

u =

55

ksi

Dec

k pr

oper

ties:

22G

A &

20G

A -

Fy

= 5

0 ks

i, F

u =

65

ksi;

18G

A &

16G

A -

Fy

= 4

0 ks

i, F

u =

55

ksi

NO

TES:

Dat

a is

pre

pare

d in

acc

orda

nce

with

SD

I's D

IAP

HR

AG

M D

ES

IGN

MA

NU

AL,

DD

M03

S v

alue

s ha

ve b

een

divi

ded

by a

Saf

ety

Fac

tor

of 3

.25

to o

btai

n (A

SD

) D

iaph

ragm

She

ar v

alue

s fo

r se

ism

ic lo

adin

g.T

he fo

llow

ing

Saf

ety

Fac

tors

sho

wn

are

from

Tab

le D

5 of

200

4 S

uppl

emen

t AIS

I Spe

cific

atio

ns.

Seis

mic

: φ

= .5

0 fo

r LR

FD

and

Ω =

3.2

5 fo

r A

SD

for

fille

d di

aphr

agm

s.W

ind:

φ =

.50

for

LRF

D a

nd Ω

= 3

.25

for

AS

D fo

r fil

led

diap

hrag

ms.

Oth

er:

φ =

.50

for

LRF

D a

nd Ω

= 3

.25

for

AS

D fo

r fil

led

diap

hrag

ms.

Cal

cula

tions

are

bas

ed o

n a

''SIN

GLE

SP

AN

CO

ND

ITIO

N''.

C

oncr

ete

prop

ertie

s: f'

c =

300

0 ps

i, D

ensi

ty =

145

pcf

Con

cret

e co

ver

thic

knes

s is

def

ined

as

the

thic

knes

s ab

ove

the

top

flang

e of

dec

k pa

nel.

Sid

e-la

p at

tach

men

t spa

cing

= 3

6'' o

.c.

ESR-1169 | Most Widely Accepted and Trusted Page 20 of 94

Page 21: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

TA

BL

E 1

3

Com

posi

te F

loor

-Dek

2 In

terlo

ckin

gAl

low

able

Dia

phra

gm S

hear

SU

PPO

RT

CO

NN

ECTI

ON

: 1/

2" E

ffect

ive

Wel

d D

iam

eter

S =

Allo

wab

le D

iaph

ragm

She

ar (

lbs/

foot

)

SID

ELAP

CO

NN

ECTI

ON

:

But

ton

Pun

ch, D

ek-L

ok IS

L, #

10 T

EK

Scr

ew, 1

-1/2

" F

illet

Wel

dG

' = S

tiffn

ess

Fac

tor

(kip

s/in

.)

ATTA

CH

MEN

T PA

TTER

N:

36 /

4

ATTA

CH

MEN

T PA

TTER

N:

36 /

4C

ON

CR

ETE

DEN

SITY

:11

0 P

CF

Str

uctu

ral L

ight

-wei

ght C

oncr

ete

G

AGE

CO

NC

. CO

VER

FAC

TOR

D

ECK

SPA

N -

C to

C S

UPP

OR

TG

AGE

CO

NC

. CO

VER

FAC

TOR

D

ECK

SPA

N -

C to

C S

UPP

OR

TTH

ICK

NES

S (in

.)7'

- 0"

8' -

0"9'

- 0"

10' -

0"

11' -

0"

12' -

0"

13' -

0"

14' -

0"

THIC

KN

ESS

(in.)

7' -

0"8'

- 0"

9' -

0"10

' - 0

"11

' - 0

"12

' - 0

"13

' - 0

"14

' - 0

"2"

S11

4311

0310

7110

4610

2610

0899

498

12"

S12

7312

2111

8011

4711

2010

9810

7910

63G

'19

68.6

1962

.519

57.5

1953

.319

49.8

1946

.819

44.1

1941

.8G

'19

91.2

1982

.719

75.7

1969

.919

65.1

1961

.019

57.4

1954

.3

2.5"

S13

4313

0212

7112

4612

2512

0811

9311

812.

5"S

1472

1420

1379

1347

1320

1298

1279

1263

G'

2444

.024

37.9

2432

.924

28.7

2425

.224

22.1

2419

.524

17.2

G'

2466

.624

58.0

2451

.124

45.3

2440

.524

36.3

2432

.724

29.6

3"S

1542

1502

1470

1445

1424

1407

1393

1380

3"S

1672

1619

1579

1546

1519

1497

1478

1462

G'

2919

.429

13.3

2908

.229

04.1

2900

.528

97.5

2894

.928

92.6

G'

2942

.029

33.4

2926

.429

20.7

2915

.829

11.7

2908

.129

05.0

G'

2919

.429

13.3

2908

.229

04.1

2900

.528

97.5

2894

.928

92.6

G'

2942

.029

33.4

2926

.429

20.7

2915

.829

11.7

2908

.129

05.0

3.5"

S17

4117

0116

7016

4416

2416

0715

9215

803.

5"S

1871

1819

1778

1745

1719

1696

1678

1662

G'

3394

.733

88.6

3383

.633

79.4

3375

.933

72.9

3370

.233

67.9

G'

3417

.334

08.8

3401

.833

96.0

3391

.233

87.0

3383

.533

80.3

4"S

1941

1900

1869

1844

1823

1806

1792

1779

4"S

2071

2018

1977

1945

1918

1896

1877

1861

G'

3870

.138

64.0

3859

.038

54.8

3851

.338

48.2

3845

.638

43.3

G'

3892

.738

84.1

3877

.238

71.4

3866

.538

62.4

3858

.838

55.7

4.5"

S21

4021

0020

6820

4320

2320

0519

9119

784.

5"S

2270

2218

2177

2144

2118

2095

2076

2060

22G

'43

45.4

4339

.343

34.3

4330

.243

26.6

4323

.643

20.9

4318

.618

G'

4368

.043

59.5

4352

.543

46.8

4341

.943

37.8

4334

.243

31.1

0.02

95"

5"S

2340

2299

2268

2243

2222

2205

2190

2178

0.04

74"

5"S

2470

2417

2376

2344

2317

2295

2276

2260

G'

4820

.848

14.7

4809

.748

05.5

4802

.047

98.9

4796

.347

94.0

G'

4843

.448

34.8

4827

.948

22.1

4817

.348

13.1

4809

.548

06.4

5.5"

S25

3924

9924

6724

4224

2124

0423

9023

775.

5"S

2669

2617

2576

2543

2516

2494

2475

2459

G'

5296

.252

90.1

5285

.052

80.9

5277

.352

74.3

5271

.752

69.4

G'

5318

.853

10.2

5303

.252

97.5

5292

.652

88.5

5284

.952

81.8

G'

5296

.252

90.1

5285

.052

80.9

5277

.352

74.3

5271

.752

69.4

G'

5318

.853

10.2

5303

.252

97.5

5292

.652

88.5

5284

.952

81.8

6"S

2739

2698

2667

2641

2621

2604

2589

2577

6"S

2868

2816

2775

2743

2716

2694

2675

2659

G'

5771

.557

65.4

5760

.457

56.2

5752

.757

49.7

5747

.057

44.7

G'

5794

.157

85.6

5778

.657

72.8

5768

.057

63.8

5760

.357

57.2

6.5"

S29

3828

9828

6628

4128

2028

0327

8927

766.

5"S

3068

3015

2975

2942

2915

2893

2874

2858

G'

6246

.962

40.8

6235

.862

31.6

6228

.162

25.0

6222

.462

20.1

G'

6269

.562

60.9

6254

.062

48.2

6243

.362

39.2

6235

.662

32.5

7"S

3137

3097

3065

3040

3020

3003

2988

2976

7"S

3267

3215

3174

3141

3115

3092

3074

3057

G'

6722

.267

16.1

6711

.167

07.0

6703

.467

00.4

6697

.766

95.4

G'

6744

.867

36.3

6729

.367

23.6

6718

.767

14.6

6711

.067

07.9

7.5"

S33

3732

9632

6532

4032

1932

0231

8731

757.

5"S

3467

3414

3373

3341

3314

3292

3273

3257

G'

7197

.671

91.5

7186

.571

82.3

7178

.871

75.7

7173

.171

70.8

G'

7220

.272

11.6

7204

.771

98.9

7194

.171

89.9

7186

.371

83.2

2"S

1217

1169

1131

1101

1076

1056

1038

1023

2"S

1400

1335

1286

1246

1213

1186

1163

1143

G'

1977

.219

70.1

1964

.419

59.6

1955

.619

52.1

1949

.219

46.5

G'

2004

.619

94.5

1986

.419

79.7

1974

.119

69.3

1965

.219

61.6

2.5"

S14

1713

6813

3113

0012

7612

5512

3812

232.

5"S

1599

1535

1485

1445

1412

1385

1362

1342

G'

2452

.524

45.5

2439

.824

35.0

2431

.024

27.5

2424

.524

21.9

G'

2480

.024

69.9

2461

.824

55.1

2449

.424

44.6

2440

.524

36.9

3"S

1616

1568

1530

1500

1475

1455

1437

1422

3"S

1798

1734

1684

1644

1612

1585

1562

1542

G'

2927

.929

20.9

2915

.129

10.4

2906

.329

02.9

2899

.928

97.3

G'

2955

.329

45.3

2937

.129

30.4

2924

.829

20.0

2915

.929

12.3

3.5"

S18

1517

6717

2916

9916

7516

5416

3716

223.

5"S

1998

1934

1884

1844

1811

1784

1761

1741

G'

3403

.333

96.2

3390

.533

85.7

3381

.733

78.2

3375

.233

72.6

G'

3430

.734

20.6

3412

.534

05.8

3400

.233

95.4

3391

.233

87.6

4"S

2015

1966

1929

1899

1874

1853

1836

1821

4"S

2197

2133

2083

2043

2011

1983

1960

1941

G'

3878

.638

71.6

3865

.838

61.1

3857

.038

53.6

3850

.638

48.0

G'

3906

.038

96.0

3887

.938

81.2

3875

.538

70.7

3866

.638

63.0

4.5"

S22

1421

6621

2820

9820

7320

5320

3520

214.

5"S

2397

2333

2283

2243

2210

2183

2160

2140

20G

'43

54.0

4346

.943

41.2

4336

.443

32.4

4328

.943

26.0

4323

.316

G'

4381

.443

71.3

4363

.243

56.5

4350

.943

46.1

4342

.043

38.4

0.03

58"

5"S

2414

2365

2328

2297

2273

2252

2235

2220

0.05

98"

5"S

2596

2532

2482

2442

2409

2382

2359

2339

0.03

58"

5"S

2414

2365

2328

2297

2273

2252

2235

2220

0.05

98"

5"S

2596

2532

2482

2442

2409

2382

2359

2339

G'

4829

.348

22.3

4816

.648

11.8

4807

.848

04.3

4801

.347

98.7

G'

4856

.848

46.7

4838

.648

31.9

4826

.248

21.4

4817

.348

13.7

5.5"

S26

1325

6525

2724

9724

7224

5224

3424

195.

5"S

2796

2731

2681

2642

2609

2582

2559

2539

G'

5304

.752

97.7

5291

.952

87.2

5283

.152

79.7

5276

.752

74.1

G'

5332

.153

22.1

5313

.953

07.2

5301

.652

96.8

5292

.752

89.1

6"S

2813

2764

2726

2696

2672

2651

2634

2619

6"S

2995

2931

2881

2841

2808

2781

2758

2738

G'

5780

.157

73.0

5767

.357

62.5

5758

.557

55.0

5752

.057

49.4

G'

5807

.557

97.4

5789

.357

82.6

5777

.057

72.2

5768

.057

64.4

6.5"

S30

1229

6429

2628

9628

7128

5028

3328

186.

5"S

3194

3130

3080

3040

3008

2980

2957

2938

G'

6255

.462

48.4

6242

.662

37.9

6233

.862

30.4

6227

.462

24.8

G'

6282

.862

72.8

6264

.762

58.0

6252

.362

47.5

6243

.462

39.8

7"S

3211

3163

3125

3095

3070

3050

3033

3018

7"S

3394

3330

3280

3240

3207

3180

3157

3137

G'

6730

.867

23.7

6718

.067

13.2

6709

.267

05.7

6702

.867

00.2

G'

6758

.267

48.1

6740

.067

33.3

6727

.767

22.9

6718

.867

15.2

7.5"

S34

1133

6233

2532

9532

7032

4932

3232

177.

5"S

3593

3529

3479

3439

3407

3379

3356

3337

7.5"

S34

1133

6233

2532

9532

7032

4932

3232

177.

5"S

3593

3529

3479

3439

3407

3379

3356

3337

G'

7206

.171

99.1

7193

.471

88.6

7184

.671

81.1

7178

.171

75.5

G'

7233

.672

23.5

7215

.472

08.7

7203

.071

98.3

7194

.171

90.5

Dec

k pr

oper

ties:

22G

A &

20G

A -

Fy

= 5

0 ks

i, F

u =

65

ksi;

18G

A &

16G

A -

Fy

= 4

0 ks

i, F

u =

55

ksi

NO

TES:

Dat

a is

pre

pare

d in

acc

orda

nce

with

SD

I's D

IAP

HR

AG

M D

ES

IGN

MA

NU

AL,

DD

M03

S v

alue

s ha

ve b

een

divi

ded

by a

Saf

ety

Fac

tor

of 3

.25

to o

btai

n (A

SD

) D

iaph

ragm

She

ar v

alue

s fo

r se

ism

ic lo

adin

g.T

he fo

llow

ing

Saf

ety

Fac

tors

sho

wn

are

from

Tab

le D

5 of

200

4 S

uppl

emen

t AIS

I Spe

cific

atio

ns.

Seis

mic

: φ

= .5

0 fo

r LR

FD

and

Ω =

3.2

5 fo

r A

SD

for

fille

d di

aphr

agm

s.W

ind:

φ =

.50

for

LRF

D a

nd Ω

= 3

.25

for

AS

D fo

r fil

led

diap

hrag

ms.

Oth

er:

φ =

.50

for

LRF

D a

nd Ω

= 3

.25

for

AS

D fo

r fil

led

diap

hrag

ms.

Cal

cula

tions

are

bas

ed o

n a

''SIN

GLE

SP

AN

CO

ND

ITIO

N''.

C

oncr

ete

prop

ertie

s: f'

c =

300

0 ps

i, D

ensi

ty =

110

pcf

Con

cret

e co

ver

thic

knes

s is

def

ined

as

the

thic

knes

s ab

ove

the

top

flang

e of

dec

k pa

nel.

Con

cret

e co

ver

thic

knes

s is

def

ined

as

the

thic

knes

s ab

ove

the

top

flang

e of

dec

k pa

nel.

Sid

e-la

p at

tach

men

t spa

cing

= 3

6'' o

.c.

ESR-1169 | Most Widely Accepted and Trusted Page 21 of 94

Page 22: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

TA

BL

E 1

4

Com

posi

te F

loor

-Dek

2 In

terlo

ckin

gAl

low

able

Dia

phra

gm S

hear

SU

PPO

RT

CO

NN

ECTI

ON

: 1/

2" E

ffect

ive

Wel

d D

iam

eter

S =

Allo

wab

le D

iaph

ragm

She

ar (

lbs/

foot

)

SID

ELAP

CO

NN

ECTI

ON

:

But

ton

Pun

ch, D

ek-L

ok IS

L, #

10 T

EK

Scr

ew, 1

-1/2

" F

illet

Wel

dG

' = S

tiffn

ess

Fac

tor

(kip

s/in

.)

ATTA

CH

MEN

T PA

TTER

N:

36 /

4

ATTA

CH

MEN

T PA

TTER

N:

36 /

4C

ON

CR

ETE

DEN

SITY

:14

5 P

CF

Nor

mal

-wei

ght S

truc

tura

l Con

cret

e

GAG

EC

ON

C. C

OVE

RFA

CTO

R

DEC

K S

PAN

- C

to C

SU

PPO

RT

GAG

EC

ON

C. C

OVE

RFA

CTO

R

DEC

K S

PAN

- C

to C

SU

PPO

RT

THIC

KN

ESS

(in.)

7' -

0"8'

- 0"

9' -

0"10

' - 0

"11

' - 0

"12

' - 0

"13

' - 0

"14

' - 0

"TH

ICK

NES

S (in

.)7'

- 0"

8' -

0"9'

- 0"

10' -

0"

11' -

0"

12' -

0"

13' -

0"

14' -

0"

2"S

1553

1512

1481

1456

1435

1418

1403

1391

2"S

1683

1630

1589

1557

1530

1508

1489

1473

G'

1968

.619

62.5

1957

.519

53.3

1949

.819

46.8

1944

.119

41.8

G'

1991

.219

82.7

1975

.719

69.9

1965

.119

61.0

1957

.419

54.3

2.5"

S18

5518

1417

8317

5717

3717

2017

0516

932.

5"S

1984

1932

1891

1859

1832

1810

1791

1775

G'

2444

.024

37.9

2432

.924

28.7

2425

.224

22.1

2419

.524

17.2

G'

2466

.624

58.0

2451

.124

45.3

2440

.524

36.3

2432

.724

29.6

3"S

2156

2116

2084

2059

2039

2022

2007

1995

3"S

2286

2234

2193

2160

2134

2111

2093

2076

G'

2919

.429

13.3

2908

.229

04.1

2900

.528

97.5

2894

.928

92.6

G'

2942

.029

33.4

2926

.429

20.7

2915

.829

11.7

2908

.129

05.0

G'

2919

.429

13.3

2908

.229

04.1

2900

.528

97.5

2894

.928

92.6

G'

2942

.029

33.4

2926

.429

20.7

2915

.829

11.7

2908

.129

05.0

3.5"

S24

5824

1823

8623

6123

4023

2323

0922

963.

5"S

2588

2536

2495

2462

2435

2413

2394

2378

G'

3394

.733

88.6

3383

.633

79.4

3375

.933

72.9

3370

.233

67.9

G'

3417

.334

08.8

3401

.833

96.0

3391

.233

87.0

3383

.533

80.3

4"S

2760

2720

2688

2663

2642

2625

2611

2598

4"S

2890

2837

2797

2764

2737

2715

2696

2680

G'

3870

.138

64.0

3859

.038

54.8

3851

.338

48.2

3845

.638

43.3

G'

3892

.738

84.1

3877

.238

71.4

3866

.538

62.4

3858

.838

55.7

4.5"

S30

6230

2129

9029

6529

4429

2729

1229

004.

5"S

3192

3139

3098

3066

3039

3017

2998

2982

22G

'43

45.4

4339

.343

34.3

4330

.243

26.6

4323

.643

20.9

4318

.618

G'

4368

.043

59.5

4352

.543

46.8

4341

.943

37.8

4334

.243

31.1

0.02

95"

5"S

3364

3323

3292

3267

3246

3229

3214

3202

0.04

74"

5"S

3493

3441

3400

3368

3341

3319

3300

3284

G'

4820

.848

14.7

4809

.748

05.5

4802

.047

98.9

4796

.347

94.0

G'

4843

.448

34.8

4827

.948

22.1

4817

.348

13.1

4809

.548

06.4

5.5"

S36

6536

2535

9335

6835

4835

3135

1635

045.

5"S

3795

3743

3702

3669

3643

3620

3602

3585

G'

5296

.252

90.1

5285

.052

80.9

5277

.352

74.3

5271

.752

69.4

G'

5318

.853

10.2

5303

.252

97.5

5292

.652

88.5

5284

.952

81.8

G'

5296

.252

90.1

5285

.052

80.9

5277

.352

74.3

5271

.752

69.4

G'

5318

.853

10.2

5303

.252

97.5

5292

.652

88.5

5284

.952

81.8

6"S

3967

3927

3895

3870

3850

3832

3818

3805

6"S

4097

4045

4004

3971

3944

3922

3903

3887

G'

5771

.557

65.4

5760

.457

56.2

5752

.757

49.7

5747

.057

44.7

G'

5794

.157

85.6

5778

.657

72.8

5768

.057

63.8

5760

.357

57.2

6.5"

S42

6942

2941

9741

7241

5141

3441

2041

076.

5"S

4399

4346

4306

4273

4246

4224

4205

4189

G'

6246

.962

40.8

6235

.862

31.6

6228

.162

25.0

6222

.462

20.1

G'

6269

.562

60.9

6254

.062

48.2

6243

.362

39.2

6235

.662

32.5

7"S

4571

4530

4499

4474

4453

4436

4421

4409

7"S

4701

4648

4607

4575

4548

4526

4507

4491

G'

6722

.267

16.1

6711

.167

07.0

6703

.467

00.4

6697

.766

95.4

G'

6744

.867

36.3

6729

.367

23.6

6718

.767

14.6

6711

.067

07.9

7.5"

S48

7348

3248

0147

7647

5547

3847

2347

117.

5"S

5002

4950

4909

4877

4850

4828

4809

4793

G'

7197

.671

91.5

7186

.571

82.3

7178

.871

75.7

7173

.171

70.8

G'

7220

.272

11.6

7204

.771

98.9

7194

.171

89.9

7186

.371

83.2

2"S

1627

1578

1541

1510

1486

1465

1448

1433

2"S

1809

1745

1695

1655

1622

1595

1572

1552

G'

1977

.219

70.1

1964

.419

59.6

1955

.619

52.1

1949

.219

46.5

G'

2004

.619

94.5

1986

.419

79.7

1974

.119

69.3

1965

.219

61.6

2.5"

S19

2918

8018

4218

1217

8817

6717

5017

352.

5"S

2111

2047

1997

1957

1924

1897

1874

1854

G'

2452

.524

45.5

2439

.824

35.0

2431

.024

27.5

2424

.524

21.9

G'

2480

.024

69.9

2461

.824

55.1

2449

.424

44.6

2440

.524

36.9

3"S

2230

2182

2144

2114

2089

2069

2052

2037

3"S

2413

2349

2299

2259

2226

2199

2176

2156

G'

2927

.929

20.9

2915

.129

10.4

2906

.329

02.9

2899

.928

97.3

G'

2955

.329

45.3

2937

.129

30.4

2924

.829

20.0

2915

.929

12.3

3.5"

S25

3224

8424

4624

1623

9123

7123

5323

383.

5"S

2715

2650

2601

2561

2528

2501

2478

2458

G'

3403

.333

96.2

3390

.533

85.7

3381

.733

78.2

3375

.233

72.6

G'

3430

.734

20.6

3412

.534

05.8

3400

.233

95.4

3391

.233

87.6

4"S

2834

2786

2748

2718

2693

2673

2655

2640

4"S

3016

2952

2902

2862

2830

2802

2779

2760

G'

3878

.638

71.6

3865

.838

61.1

3857

.038

53.6

3850

.638

48.0

G'

3906

.038

96.0

3887

.938

81.2

3875

.538

70.7

3866

.638

63.0

4.5"

S31

3630

8730

5030

2029

9529

7429

5729

424.

5"S

3318

3254

3204

3164

3132

3104

3081

3061

20G

'43

54.0

4346

.943

41.2

4336

.443

32.4

4328

.943

26.0

4323

.316

G'

4381

.443

71.3

4363

.243

56.5

4350

.943

46.1

4342

.043

38.4

0.03

58"

5"S

3438

3389

3351

3321

3297

3276

3259

3244

0.05

98"

5"S

3620

3556

3506

3466

3433

3406

3383

3363

0.03

58"

5"S

3438

3389

3351

3321

3297

3276

3259

3244

0.05

98"

5"S

3620

3556

3506

3466

3433

3406

3383

3363

G'

4829

.348

22.3

4816

.648

11.8

4807

.848

04.3

4801

.347

98.7

G'

4856

.848

46.7

4838

.648

31.9

4826

.248

21.4

4817

.348

13.7

5.5"

S37

3936

9136

5336

2335

9835

7835

6135

465.

5"S

3922

3858

3808

3768

3735

3708

3685

3665

G'

5304

.752

97.7

5291

.952

87.2

5283

.152

79.7

5276

.752

74.1

G'

5332

.153

22.1

5313

.953

07.2

5301

.652

96.8

5292

.752

89.1

6"S

4041

3993

3955

3925

3900

3880

3862

3847

6"S

4224

4159

4110

4070

4037

4010

3987

3967

G'

5780

.157

73.0

5767

.357

62.5

5758

.557

55.0

5752

.057

49.4

G'

5807

.557

97.4

5789

.357

82.6

5777

.057

72.2

5768

.057

64.4

6.5"

S43

4342

9542

5742

2742

0241

8241

6441

496.

5"S

4525

4461

4411

4371

4339

4311

4288

4269

G'

6255

.462

48.4

6242

.662

37.9

6233

.862

30.4

6227

.462

24.8

G'

6282

.862

72.8

6264

.762

58.0

6252

.362

47.5

6243

.462

39.8

7"S

4645

4596

4559

4529

4504

4483

4466

4451

7"S

4827

4763

4713

4673

4641

4613

4590

4571

G'

6730

.867

23.7

6718

.067

13.2

6709

.267

05.7

6702

.867

00.2

G'

6758

.267

48.1

6740

.067

33.3

6727

.767

22.9

6718

.867

15.2

7.5"

S49

4748

9848

6048

3048

0647

8547

6847

537.

5"S

5129

5065

5015

4975

4942

4915

4892

4872

7.5"

S49

4748

9848

6048

3048

0647

8547

6847

537.

5"S

5129

5065

5015

4975

4942

4915

4892

4872

G'

7206

.171

99.1

7193

.471

88.6

7184

.671

81.1

7178

.171

75.5

G'

7233

.672

23.5

7215

.472

08.7

7203

.071

98.3

7194

.171

90.5

Dec

k pr

oper

ties:

22G

A &

20G

A -

Fy

= 5

0 ks

i, F

u =

65

ksi;

18G

A &

16G

A -

Fy

= 4

0 ks

i, F

u =

55

ksi

NO

TES:

Dat

a is

pre

pare

d in

acc

orda

nce

with

SD

I's D

IAP

HR

AG

M D

ES

IGN

MA

NU

AL,

DD

M03

S v

alue

s ha

ve b

een

divi

ded

by a

Saf

ety

Fac

tor

of 3

.25

to o

btai

n (A

SD

) D

iaph

ragm

She

ar v

alue

s fo

r se

ism

ic lo

adin

g.T

he fo

llow

ing

Saf

ety

Fac

tors

sho

wn

are

from

Tab

le D

5 of

200

4 S

uppl

emen

t AIS

I Spe

cific

atio

ns.

Seis

mic

: φ

= .5

0 fo

r LR

FD

and

Ω =

3.2

5 fo

r A

SD

for

fille

d di

aphr

agm

s.W

ind:

φ =

.50

for

LRF

D a

nd Ω

= 3

.25

for

AS

D fo

r fil

led

diap

hrag

ms.

Oth

er:

φ =

.50

for

LRF

D a

nd Ω

= 3

.25

for

AS

D fo

r fil

led

diap

hrag

ms.

Cal

cula

tions

are

bas

ed o

n a

''SIN

GLE

SP

AN

CO

ND

ITIO

N''.

C

oncr

ete

prop

ertie

s: f'

c =

300

0 ps

i, D

ensi

ty =

145

pcf

Con

cret

e co

ver

thic

knes

s is

def

ined

as

the

thic

knes

s ab

ove

the

top

flang

e of

dec

k pa

nel.

Con

cret

e co

ver

thic

knes

s is

def

ined

as

the

thic

knes

s ab

ove

the

top

flang

e of

dec

k pa

nel.

Sid

e-la

p at

tach

men

t spa

cing

= 3

6'' o

.c.

ESR-1169 | Most Widely Accepted and Trusted Page 22 of 94

Page 23: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

TA

BL

E 1

5

Com

posi

te F

loor

-Dek

3 In

terlo

ckin

gA

llow

able

Dia

phra

gm S

hear

SU

PPO

RT

CO

NN

ECTI

ON

: 1/

2" E

ffect

ive

Wel

d D

iam

eter

S =

Allo

wab

le D

iaph

ragm

She

ar (

lbs/

foot

)

SID

ELAP

CO

NN

ECTI

ON

:

But

ton

Pun

ch, D

ek-L

ok IS

L, #

10 T

EK

Scr

ew, 1

-1/2

" F

illet

Wel

dG

' = S

tiffn

ess

Fac

tor

(kip

s/in

.)

ATTA

CH

MEN

T PA

TTER

N:

24 /

3C

ON

CR

ETE

DEN

SITY

:11

0 P

CF

Str

uctu

ral L

ight

-wei

ght C

oncr

ete

G

AGE

CO

NC

. CO

VER

FAC

TOR

D

ECK

SPA

N -

C to

C S

UPP

OR

TG

AGE

CO

NC

. CO

VER

FAC

TOR

D

ECK

SPA

N -

C to

C S

UPP

OR

TG

AGE

CO

NC

. CO

VER

FAC

TOR

D

ECK

SPA

N -

C to

C S

UPP

OR

TG

AGE

CO

NC

. CO

VER

FAC

TOR

D

ECK

SPA

N -

C to

C S

UPP

OR

TTH

ICK

NES

S (in

.)9'

- 0"

10' -

0"

11' -

0"

12' -

0"

13' -

0"

14' -

0"

15' -

0"

16' -

0"

THIC

KN

ESS

(in.)

9' -

0"10

' - 0

"11

' - 0

"12

' - 0

"13

' - 0

"14

' - 0

"15

' - 0

"16

' - 0

"2"

S10

1699

698

096

795

594

693

793

02"

S11

0610

8010

6010

4310

2810

1610

0599

5G

'19

31.5

1929

.119

27.1

1925

.519

24.0

1922

.819

21.7

1920

.7G

'19

40.5

1937

.419

34.8

1932

.519

30.6

1929

.019

27.6

1926

.3

2.5"

S12

1511

9511

7911

6611

5511

4511

3711

292.

5"S

1305

1280

1259

1242

1228

1215

1204

1195

G'

2406

.824

04.5

2402

.524

00.8

2399

.423

98.2

2397

.123

96.1

G'

2415

.924

12.7

2410

.124

07.9

2406

.024

04.4

2402

.924

01.7

3"S

1415

1395

1379

1365

1354

1344

1336

1329

3"S

1505

1479

1459

1441

1427

1414

1404

1394

G'

2882

.228

79.8

2877

.928

76.2

2874

.828

73.5

2872

.428

71.5

G'

2891

.228

88.1

2885

.528

83.3

2881

.428

79.7

2878

.328

77.0

3.5"

S16

1415

9415

7815

6515

5415

4415

3515

283.

5"S

1704

1679

1658

1641

1626

1614

1603

1594

G'

3357

.633

55.2

3353

.233

51.6

3350

.133

48.9

3347

.833

46.8

G'

3366

.633

63.5

3360

.833

58.6

3356

.733

55.1

3353

.733

52.4

4"S

1813

1794

1778

1764

1753

1743

1735

1728

4"S

1903

1878

1858

1840

1826

1813

1802

1793

4"S

1813

1794

1778

1764

1753

1743

1735

1728

4"S

1903

1878

1858

1840

1826

1813

1802

1793

G'

3832

.938

30.6

3828

.638

26.9

3825

.538

24.2

3823

.138

22.2

G'

3842

.038

38.8

3836

.238

34.0

3832

.138

30.4

3829

.038

27.7

4.5"

S20

1319

9319

7719

6419

5219

4319

3419

274.

5"S

2103

2078

2057

2040

2025

2013

2002

1992

22G

'43

08.3

4305

.943

04.0

4302

.343

00.8

4299

.642

98.5

4297

.518

G'

4317

.343

14.2

4311

.643

09.3

4307

.443

05.8

4304

.443

03.1

0.02

95"

5"S

2212

2193

2177

2163

2152

2142

2134

2126

0.04

74"

5"S

2302

2277

2256

2239

2225

2212

2201

2192

G'

4783

.647

81.3

4779

.347

77.6

4776

.247

75.0

4773

.947

72.9

G'

4792

.747

89.5

4786

.947

84.7

4782

.847

81.2

4779

.747

78.5

5.5"

S24

1223

9223

7623

6323

5123

4223

3323

265.

5"S

2502

2476

2456

2439

2424

2412

2401

2391

G'

5259

.052

56.6

5254

.752

53.0

5251

.652

50.3

5249

.252

48.3

G'

5268

.052

64.9

5262

.352

60.1

5258

.252

56.5

5255

.152

53.8

6"S

2611

2591

2575

2562

2551

2541

2533

2525

6"S

2701

2676

2655

2638

2623

2611

2600

2591

G'

5734

.457

32.0

5730

.057

28.4

5726

.957

25.7

5724

.657

23.6

G'

5743

.457

40.3

5737

.657

35.4

5733

.557

31.9

5730

.557

29.2

6.5"

S28

1027

9127

7527

6127

5027

4027

3227

256.

5"S

2900

2875

2855

2837

2823

2810

2800

2790

6.5"

S28

1027

9127

7527

6127

5027

4027

3227

256.

5"S

2900

2875

2855

2837

2823

2810

2800

2790

G'

6209

.762

07.4

6205

.462

03.7

6202

.362

01.0

6200

.061

99.0

G'

6218

.862

15.6

6213

.062

10.8

6208

.962

07.2

6205

.862

04.6

7"S

3010

2990

2974

2961

2950

2940

2931

2924

7"S

3100

3075

3054

3037

3022

3010

2999

2990

G'

6685

.166

82.7

6680

.866

79.1

6677

.666

76.4

6675

.366

74.3

G'

6694

.166

91.0

6688

.466

86.1

6684

.266

82.6

6681

.266

79.9

7.5"

S32

0931

9031

7431

6031

4931

3931

3131

237.

5"S

3299

3274

3253

3236

3222

3209

3198

3189

G'

7160

.571

58.1

7156

.171

54.4

7153

.071

51.8

7150

.771

49.7

G'

7169

.571

66.3

7163

.771

61.5

7159

.671

58.0

7156

.571

55.3

2"S

1064

1041

1021

1005

992

980

970

962

2"S

1193

1163

1138

1117

1099

1084

1071

1059

G'

1934

.919

32.3

1930

.019

28.2

1926

.519

25.2

1923

.919

22.9

G'

1945

.819

42.2

1939

.219

36.7

1934

.519

32.6

1931

.019

29.6

2.5"

S12

6312

4012

2112

0511

9111

8011

7011

612.

5"S

1393

1362

1337

1316

1298

1283

1270

1258

G'

2410

.324

07.6

2405

.424

03.5

2401

.924

00.5

2399

.323

98.2

G'

2421

.224

17.6

2414

.624

12.0

2409

.924

08.0

2406

.424

04.9

3"S

1463

1439

1420

1404

1391

1379

1369

1360

3"S

1592

1562

1536

1515

1498

1483

1469

1458

3"S

1463

1439

1420

1404

1391

1379

1369

1360

3"S

1592

1562

1536

1515

1498

1483

1469

1458

G'

2885

.628

83.0

2880

.828

78.9

2877

.328

75.9

2874

.728

73.6

G'

2896

.528

92.9

2889

.928

87.4

2885

.228

83.4

2881

.728

80.3

3.5"

S16

6216

3916

2016

0415

9015

7915

6915

603.

5"S

1792

1761

1736

1715

1697

1682

1669

1657

G'

3361

.033

58.3

3356

.133

54.2

3352

.633

51.2

3350

.033

48.9

G'

3371

.933

68.3

3365

.333

62.7

3360

.633

58.7

3357

.133

55.6

4"S

1862

1838

1819

1803

1790

1778

1768

1759

4"S

1991

1960

1935

1914

1897

1881

1868

1857

G'

3836

.438

33.7

3831

.538

29.6

3828

.038

26.6

3825

.438

24.3

G'

3847

.338

43.6

3840

.638

38.1

3835

.938

34.1

3832

.438

31.0

4.5"

S20

6120

3820

1920

0319

8919

7719

6719

594.

5"S

2191

2160

2135

2114

2096

2081

2068

2056

20G

'43

11.7

4309

.143

06.8

4305

.043

03.3

4302

.043

00.7

4299

.716

G'

4322

.643

19.0

4316

.043

13.5

4311

.343

09.4

4307

.843

06.4

0.03

58"

5"S

2261

2237

2218

2202

2188

2177

2167

2158

0.05

98"

5"S

2390

2359

2334

2313

2295

2280

2267

2256

G'

4787

.147

84.4

4782

.247

80.3

4778

.747

77.3

4776

.147

75.0

G'

4798

.047

94.4

4791

.447

88.8

4786

.747

84.8

4783

.247

81.7

5.5"

S24

6024

3724

1724

0123

8823

7623

6623

575.

5"S

2589

2559

2533

2513

2495

2480

2466

2455

5.5"

S24

6024

3724

1724

0123

8823

7623

6623

575.

5"S

2589

2559

2533

2513

2495

2480

2466

2455

G'

5262

.452

59.8

5257

.652

55.7

5254

.152

52.7

5251

.552

50.4

G'

5273

.352

69.7

5266

.752

64.2

5262

.052

60.2

5258

.552

57.1

6"S

2659

2636

2617

2601

2587

2576

2566

2557

6"S

2789

2758

2733

2712

2694

2679

2666

2654

G'

5737

.857

35.1

5732

.957

31.0

5729

.457

28.0

5726

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25.7

G'

5748

.757

45.1

5742

.157

39.5

5737

.457

35.5

5733

.957

32.4

6.5"

S28

5928

3528

1628

0027

8727

7527

6527

566.

5"S

2988

2957

2932

2911

2894

2878

2865

2854

G'

6213

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10.5

6208

.362

06.4

6204

.862

03.4

6202

.262

01.1

G'

6224

.162

20.4

6217

.462

14.9

6212

.762

10.9

6209

.262

07.8

7"S

3058

3035

3016

3000

2986

2975

2964

2956

7"S

3188

3157

3132

3111

3093

3078

3065

3053

G'

6688

.566

85.9

6683

.666

81.8

6680

.166

78.8

6677

.566

76.5

G'

6699

.466

95.8

6692

.866

90.3

6688

.166

86.2

6684

.666

83.2

7.5"

S32

5832

3432

1531

9931

8631

7431

6431

557.

5"S

3387

3356

3331

3310

3292

3277

3264

3253

G'

7163

.971

61.2

7159

.071

57.1

7155

.571

54.1

7152

.971

51.8

G'

7174

.871

71.2

7168

.271

65.6

7163

.571

61.6

7160

.071

58.5

Dec

k pr

oper

ties:

22G

A &

20G

A -

Fy

= 5

0 ks

i, F

u =

65

ksi;

18G

A &

16G

A -

Fy

= 4

0 ks

i, F

u =

55

ksi

Dec

k pr

oper

ties:

22G

A &

20G

A -

Fy

= 5

0 ks

i, F

u =

65

ksi;

18G

A &

16G

A -

Fy

= 4

0 ks

i, F

u =

55

ksi

NO

TES:

Dat

a is

pre

pare

d in

acc

orda

nce

with

SD

I's D

IAP

HR

AG

M D

ES

IGN

MA

NU

AL,

DD

M03

S v

alue

s ha

ve b

een

divi

ded

by a

Saf

ety

Fac

tor

of 3

.25

to o

btai

n (A

SD

) D

iaph

ragm

She

ar v

alue

s fo

r se

ism

ic lo

adin

g.T

he fo

llow

ing

Saf

ety

Fac

tors

sho

wn

are

from

Tab

le D

5 of

200

4 S

uppl

emen

t AIS

I Spe

cific

atio

ns.

Seis

mic

: φ

= .5

0 fo

r LR

FD

and

Ω =

3.2

5 fo

r A

SD

for

fille

d di

aphr

agm

s.W

ind:

φ =

.50

for

LRF

D a

nd Ω

= 3

.25

for

AS

D fo

r fil

led

diap

hrag

ms.

Oth

er:

φ =

.50

for

LRF

D a

nd Ω

= 3

.25

for

AS

D fo

r fil

led

diap

hrag

ms.

Cal

cula

tions

are

bas

ed o

n a

''SIN

GLE

SP

AN

CO

ND

ITIO

N''.

C

oncr

ete

prop

ertie

s: f'

c =

300

0 ps

i, D

ensi

ty =

110

pcf

Con

cret

e co

ver

thic

knes

s is

def

ined

as

the

thic

knes

s ab

ove

the

top

flang

e of

dec

k pa

nel.

Sid

e-la

p at

tach

men

t spa

cing

= 3

6'' o

.c.

ESR-1169 | Most Widely Accepted and Trusted Page 23 of 94

Page 24: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

TA

BL

E 1

6

Com

posi

te F

loor

-Dek

3 In

terlo

ckin

gA

llow

able

Dia

phra

gm S

hear

SU

PPO

RT

CO

NN

ECTI

ON

: 1/

2" E

ffect

ive

Wel

d D

iam

eter

S =

Allo

wab

le D

iaph

ragm

She

ar (

lbs/

foot

)

SID

ELAP

CO

NN

ECTI

ON

:

But

ton

Pun

ch, D

ek-L

ok IS

L, #

10 T

EK

Scr

ew, 1

-1/2

" F

illet

Wel

dG

' = S

tiffn

ess

Fac

tor

(kip

s/in

.)

ATTA

CH

MEN

T PA

TTER

N:

24 /

3C

ON

CR

ETE

DEN

SITY

:14

5 P

CF

Nor

mal

-wei

ght S

truc

tura

l Con

cret

e

GAG

EC

ON

C. C

OVE

RFA

CTO

R

DEC

K S

PAN

- C

to C

SU

PPO

RT

GAG

EC

ON

C. C

OVE

RFA

CTO

R

DEC

K S

PAN

- C

to C

SU

PPO

RT

GAG

EC

ON

C. C

OVE

RFA

CTO

R

DEC

K S

PAN

- C

to C

SU

PPO

RT

GAG

EC

ON

C. C

OVE

RFA

CTO

R

DEC

K S

PAN

- C

to C

SU

PPO

RT

THIC

KN

ESS

(in.)

9' -

0"10

' - 0

"11

' - 0

"12

' - 0

"13

' - 0

"14

' - 0

"15

' - 0

"16

' - 0

"TH

ICK

NES

S (in

.)9'

- 0"

10' -

0"

11' -

0"

12' -

0"

13' -

0"

14' -

0"

15' -

0"

16' -

0"

2"S

1425

1406

1390

1376

1365

1355

1347

1339

2"S

1515

1490

1469

1452

1438

1425

1414

1405

G'

1931

.519

29.1

1927

.119

25.5

1924

.019

22.8

1921

.719

20.7

G'

1940

.519

37.4

1934

.819

32.5

1930

.619

29.0

1927

.619

26.3

2.5"

S17

2717

0716

9116

7816

6716

5716

4916

412.

5"S

1817

1792

1771

1754

1739

1727

1716

1707

G'

2406

.824

04.5

2402

.524

00.8

2399

.423

98.2

2397

.123

96.1

G'

2415

.924

12.7

2410

.124

07.9

2406

.024

04.4

2402

.924

01.7

3"S

2029

2009

1993

1980

1968

1959

1950

1943

3"S

2119

2094

2073

2056

2041

2029

2018

2009

G'

2882

.228

79.8

2877

.928

76.2

2874

.828

73.5

2872

.428

71.5

G'

2891

.228

88.1

2885

.528

83.3

2881

.428

79.7

2878

.328

77.0

3.5"

S23

3123

1122

9522

8222

7022

6122

5222

453.

5"S

2421

2395

2375

2358

2343

2331

2320

2310

G'

3357

.633

55.2

3353

.233

51.6

3350

.133

48.9

3347

.833

46.8

G'

3366

.633

63.5

3360

.833

58.6

3356

.733

55.1

3353

.733

52.4

4"S

2632

2613

2597

2583

2572

2562

2554

2547

4"S

2722

2697

2677

2659

2645

2632

2622

2612

4"S

2632

2613

2597

2583

2572

2562

2554

2547

4"S

2722

2697

2677

2659

2645

2632

2622

2612

G'

3832

.938

30.6

3828

.638

26.9

3825

.538

24.2

3823

.138

22.2

G'

3842

.038

38.8

3836

.238

34.0

3832

.138

30.4

3829

.038

27.7

4.5"

S29

3429

1528

9928

8528

7428

6428

5628

484.

5"S

3024

2999

2978

2961

2947

2934

2923

2914

22G

'43

08.3

4305

.943

04.0

4302

.343

00.8

4299

.642

98.5

4297

.518

G'

4317

.343

14.2

4311

.643

09.3

4307

.443

05.8

4304

.443

03.1

0.02

95"

5"S

3236

3216

3200

3187

3176

3166

3158

3150

0.04

74"

5"S

3326

3301

3280

3263

3248

3236

3225

3216

G'

4783

.647

81.3

4779

.347

77.6

4776

.247

75.0

4773

.947

72.9

G'

4792

.747

89.5

4786

.947

84.7

4782

.847

81.2

4779

.747

78.5

5.5"

S35

3835

1835

0234

8934

7834

6834

5934

525.

5"S

3628

3603

3582

3565

3550

3538

3527

3518

G'

5259

.052

56.6

5254

.752

53.0

5251

.652

50.3

5249

.252

48.3

G'

5268

.052

64.9

5262

.352

60.1

5258

.252

56.5

5255

.152

53.8

6"S

3840

3820

3804

3791

3779

3770

3761

3754

6"S

3930

3904

3884

3867

3852

3840

3829

3819

G'

5734

.457

32.0

5730

.057

28.4

5726

.957

25.7

5724

.657

23.6

G'

5743

.457

40.3

5737

.657

35.4

5733

.557

31.9

5730

.557

29.2

6.5"

S41

4141

2241

0640

9240

8140

7140

6340

566.

5"S

4232

4206

4186

4168

4154

4141

4131

4121

6.5"

S41

4141

2241

0640

9240

8140

7140

6340

566.

5"S

4232

4206

4186

4168

4154

4141

4131

4121

G'

6209

.762

07.4

6205

.462

03.7

6202

.362

01.0

6200

.061

99.0

G'

6218

.862

15.6

6213

.062

10.8

6208

.962

07.2

6205

.862

04.6

7"S

4443

4424

4408

4394

4383

4373

4365

4357

7"S

4533

4508

4487

4470

4456

4443

4432

4423

G'

6685

.166

82.7

6680

.866

79.1

6677

.666

76.4

6675

.366

74.3

G'

6694

.166

91.0

6688

.466

86.1

6684

.266

82.6

6681

.266

79.9

7.5"

S47

4547

2547

0946

9646

8546

7546

6746

597.

5"S

4835

4810

4789

4772

4757

4745

4734

4725

G'

7160

.571

58.1

7156

.171

54.4

7153

.071

51.8

7150

.771

49.7

G'

7169

.571

66.3

7163

.771

61.5

7159

.671

58.0

7156

.571

55.3

2"S

1474

1450

1431

1415

1402

1390

1380

1371

2"S

1603

1572

1547

1526

1508

1493

1480

1469

G'

1934

.919

32.3

1930

.019

28.2

1926

.519

25.2

1923

.919

22.9

G'

1945

.819

42.2

1939

.219

36.7

1934

.519

32.6

1931

.019

29.6

2.5"

S17

7517

5217

3317

1717

0316

9216

8216

732.

5"S

1905

1874

1849

1828

1810

1795

1782

1770

G'

2410

.324

07.6

2405

.424

03.5

2401

.924

00.5

2399

.323

98.2

G'

2421

.224

17.6

2414

.624

12.0

2409

.924

08.0

2406

.424

04.9

3"S

2077

2054

2035

2019

2005

1994

1983

1975

3"S

2207

2176

2151

2130

2112

2097

2084

2072

3"S

2077

2054

2035

2019

2005

1994

1983

1975

3"S

2207

2176

2151

2130

2112

2097

2084

2072

G'

2885

.628

83.0

2880

.828

78.9

2877

.328

75.9

2874

.728

73.6

G'

2896

.528

92.9

2889

.928

87.4

2885

.228

83.4

2881

.728

80.3

3.5"

S23

7923

5623

3623

2023

0722

9522

8522

763.

5"S

2508

2478

2453

2432

2414

2399

2385

2374

G'

3361

.033

58.3

3356

.133

54.2

3352

.633

51.2

3350

.033

48.9

G'

3371

.933

68.3

3365

.333

62.7

3360

.633

58.7

3357

.133

55.6

4"S

2681

2657

2638

2622

2609

2597

2587

2578

4"S

2810

2779

2754

2733

2716

2700

2687

2676

G'

3836

.438

33.7

3831

.538

29.6

3828

.038

26.6

3825

.438

24.3

G'

3847

.338

43.6

3840

.638

38.1

3835

.938

34.1

3832

.438

31.0

4.5"

S29

8329

5929

4029

2429

1128

9928

8928

804.

5"S

3112

3081

3056

3035

3017

3002

2989

2978

20G

'43

11.7

4309

.143

06.8

4305

.043

03.3

4302

.043

00.7

4299

.716

G'

4322

.643

19.0

4316

.043

13.5

4311

.343

09.4

4307

.843

06.4

0.03

58"

5"S

3284

3261

3242

3226

3212

3201

3191

3182

0.05

98"

5"S

3414

3383

3358

3337

3319

3304

3291

3279

G'

4787

.147

84.4

4782

.247

80.3

4778

.747

77.3

4776

.147

75.0

G'

4798

.047

94.4

4791

.447

88.8

4786

.747

84.8

4783

.247

81.7

5.5"

S35

8635

6335

4435

2835

1435

0334

9234

845.

5"S

3716

3685

3660

3639

3621

3606

3593

3581

5.5"

S35

8635

6335

4435

2835

1435

0334

9234

845.

5"S

3716

3685

3660

3639

3621

3606

3593

3581

G'

5262

.452

59.8

5257

.652

55.7

5254

.152

52.7

5251

.552

50.4

G'

5273

.352

69.7

5266

.752

64.2

5262

.052

60.2

5258

.552

57.1

6"S

3888

3865

3845

3829

3816

3804

3794

3786

6"S

4017

3987

3962

3941

3923

3908

3895

3883

G'

5737

.857

35.1

5732

.957

31.0

5729

.457

28.0

5726

.857

25.7

G'

5748

.757

45.1

5742

.157

39.5

5737

.457

35.5

5733

.957

32.4

6.5"

S41

9041

6641

4741

3141

1841

0640

9640

876.

5"S

4319

4288

4263

4242

4225

4209

4196

4185

G'

6213

.262

10.5

6208

.362

06.4

6204

.862

03.4

6202

.262

01.1

G'

6224

.162

20.4

6217

.462

14.9

6212

.762

10.9

6209

.262

07.8

7"S

4492

4468

4449

4433

4420

4408

4398

4389

7"S

4621

4590

4565

4544

4526

4511

4498

4487

G'

6688

.566

85.9

6683

.666

81.8

6680

.166

78.8

6677

.566

76.5

G'

6699

.466

95.8

6692

.866

90.3

6688

.166

86.2

6684

.666

83.2

7.5"

S47

9347

7047

5147

3547

2147

1047

0046

917.

5"S

4923

4892

4867

4846

4828

4813

4800

4788

G'

7163

.971

61.2

7159

.071

57.1

7155

.571

54.1

7152

.971

51.8

G'

7174

.871

71.2

7168

.271

65.6

7163

.571

61.6

7160

.071

58.5

Dec

k pr

oper

ties:

22G

A &

20G

A -

Fy

= 5

0 ks

i, F

u =

65

ksi;

18G

A &

16G

A -

Fy

= 4

0 ks

i, F

u =

55

ksi

Dec

k pr

oper

ties:

22G

A &

20G

A -

Fy

= 5

0 ks

i, F

u =

65

ksi;

18G

A &

16G

A -

Fy

= 4

0 ks

i, F

u =

55

ksi

NO

TES:

Dat

a is

pre

pare

d in

acc

orda

nce

with

SD

I's D

IAP

HR

AG

M D

ES

IGN

MA

NU

AL,

DD

M03

S v

alue

s ha

ve b

een

divi

ded

by a

Saf

ety

Fac

tor

of 3

.25

to o

btai

n (A

SD

) D

iaph

ragm

She

ar v

alue

s fo

r se

ism

ic lo

adin

g.T

he fo

llow

ing

Saf

ety

Fac

tors

sho

wn

are

from

Tab

le D

5 of

200

4 S

uppl

emen

t AIS

I Spe

cific

atio

ns.

Seis

mic

: φ

= .5

0 fo

r LR

FD

and

Ω =

3.2

5 fo

r A

SD

for

fille

d di

aphr

agm

s.W

ind:

φ =

.50

for

LRF

D a

nd Ω

= 3

.25

for

AS

D fo

r fil

led

diap

hrag

ms.

Oth

er:

φ =

.50

for

LRF

D a

nd Ω

= 3

.25

for

AS

D fo

r fil

led

diap

hrag

ms.

Cal

cula

tions

are

bas

ed o

n a

''SIN

GLE

SP

AN

CO

ND

ITIO

N''.

C

oncr

ete

prop

ertie

s: f'

c =

300

0 ps

i, D

ensi

ty =

145

pcf

Con

cret

e co

ver

thic

knes

s is

def

ined

as

the

thic

knes

s ab

ove

the

top

flang

e of

dec

k pa

nel.

Sid

e-la

p at

tach

men

t spa

cing

= 3

6'' o

.c.

ESR-1169 | Most Widely Accepted and Trusted Page 24 of 94

Page 25: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

TA

BL

E 1

7

Com

posi

te F

loor

-Dek

3 E

S In

terlo

ckin

gA

llow

able

Dia

phra

gm S

hear

SU

PPO

RT

CO

NN

ECTI

ON

: 1/

2" E

ffect

ive

Wel

d D

iam

eter

S =

Allo

wab

le D

iaph

ragm

She

ar (

lbs/

foot

)

SID

ELAP

CO

NN

ECTI

ON

:

But

ton

Pun

ch, D

ek-L

ok IS

L, #

10 T

EK

Scr

ew, 1

-1/2

" F

illet

Wel

dG

' = S

tiffn

ess

Fac

tor

(kip

s/in

.)

ATTA

CH

MEN

T PA

TTER

N:

36 /

4C

ON

CR

ETE

DEN

SITY

:11

0 P

CF

Str

uctu

ral L

ight

-wei

ght C

oncr

ete

G

AGE

CO

NC

. CO

VER

FAC

TOR

D

ECK

SPA

N -

C to

C S

UPP

OR

TG

AGE

CO

NC

. CO

VER

FAC

TOR

D

ECK

SPA

N -

C to

C S

UPP

OR

TG

AGE

CO

NC

. CO

VER

FAC

TOR

D

ECK

SPA

N -

C to

C S

UPP

OR

TG

AGE

CO

NC

. CO

VER

FAC

TOR

D

ECK

SPA

N -

C to

C S

UPP

OR

TTH

ICK

NES

S (in

.)9'

- 0"

10' -

0"

11' -

0"

12' -

0"

13' -

0"

14' -

0"

15' -

0"

16' -

0"

THIC

KN

ESS

(in.)

9' -

0"10

' - 0

"11

' - 0

"12

' - 0

"13

' - 0

"14

' - 0

"15

' - 0

"16

' - 0

"2"

S10

7110

4610

2610

0899

498

197

196

12"

S11

8011

4711

2010

9810

7910

6310

4910

37G

'19

56.6

1952

.619

49.1

1946

.219

43.6

1941

.419

39.4

1937

.6G

'19

74.7

1969

.119

64.4

1960

.319

56.8

1953

.819

51.1

1948

.7

2.5"

S12

7112

4612

2512

0811

9311

8111

7011

612.

5"S

1379

1347

1320

1298

1279

1263

1249

1236

G'

2432

.024

27.9

2424

.524

21.5

2419

.024

16.7

2414

.724

13.0

G'

2450

.124

44.5

2439

.724

35.7

2432

.224

29.1

2426

.424

24.0

3"S

1470

1445

1424

1407

1393

1380

1369

1360

3"S

1579

1546

1519

1497

1478

1462

1448

1436

G'

2907

.329

03.3

2899

.928

96.9

2894

.328

92.1

2890

.128

88.3

G'

2925

.429

19.8

2915

.129

11.0

2907

.529

04.5

2901

.828

99.4

3.5"

S16

7016

4416

2416

0715

9215

8015

6915

593.

5"S

1778

1745

1719

1696

1678

1661

1648

1635

G'

3382

.733

78.6

3375

.233

72.3

3369

.733

67.4

3365

.533

63.7

G'

3400

.833

95.2

3390

.433

86.4

3382

.933

79.8

3377

.233

74.8

4"S

1869

1844

1823

1806

1792

1779

1768

1759

4"S

1977

1945

1918

1896

1877

1861

1847

1835

4"S

1869

1844

1823

1806

1792

1779

1768

1759

4"S

1977

1945

1918

1896

1877

1861

1847

1835

G'

3858

.138

54.0

3850

.638

47.6

3845

.138

42.8

3840

.838

39.0

G'

3876

.238

70.5

3865

.838

61.8

3858

.338

55.2

3852

.538

50.1

4.5"

S20

6820

4320

2320

0519

9119

7819

6819

584.

5"S

2177

2144

2118

2095

2076

2060

2046

2034

22G

'43

33.4

4329

.443

25.9

4323

.043

20.4

4318

.243

16.2

4314

.418

G'

4351

.543

45.9

4341

.243

37.1

4333

.643

30.6

4327

.943

25.5

0.02

95"

5"S

2268

2243

2222

2205

2190

2178

2167

2158

0.04

74"

5"S

2376

2344

2317

2295

2276

2260

2246

2234

G'

4808

.848

04.7

4801

.347

98.3

4795

.847

93.5

4791

.547

89.8

G'

4826

.948

21.3

4816

.548

12.5

4809

.048

05.9

4803

.248

00.8

5.5"

S24

6724

4224

2124

0423

9023

7723

6723

575.

5"S

2576

2543

2516

2494

2475

2459

2445

2433

G'

5284

.152

80.1

5276

.752

73.7

5271

.152

68.9

5266

.952

65.1

G'

5302

.252

96.6

5291

.952

87.8

5284

.352

81.3

5278

.652

76.2

6"S

2667

2641

2621

2604

2589

2577

2566

2557

6"S

2775

2742

2716

2694

2675

2659

2645

2632

G'

5759

.557

55.4

5752

.057

49.1

5746

.557

44.2

5742

.357

40.5

G'

5777

.657

72.0

5767

.257

63.2

5759

.757

56.6

5754

.057

51.6

6.5"

S28

6628

4128

2028

0327

8927

7627

6527

566.

5"S

2975

2942

2915

2893

2874

2858

2844

2832

6.5"

S28

6628

4128

2028

0327

8927

7627

6527

566.

5"S

2975

2942

2915

2893

2874

2858

2844

2832

G'

6234

.962

30.8

6227

.462

24.4

6221

.962

19.6

6217

.662

15.8

G'

6253

.062

47.3

6242

.662

38.6

6235

.162

32.0

6229

.362

26.9

7"S

3065

3040

3020

3003

2988

2976

2965

2955

7"S

3174

3141

3115

3092

3074

3057

3043

3031

G'

6710

.267

06.2

6702

.766

99.8

6697

.266

95.0

6693

.066

91.2

G'

6728

.367

22.7

6718

.067

13.9

6710

.467

07.4

6704

.767

02.3

7.5"

S32

6532

4032

1932

0231

8731

7531

6431

557.

5"S

3373

3341

3314

3292

3273

3257

3243

3231

G'

7185

.671

81.5

7178

.171

75.1

7172

.671

70.3

7168

.371

66.6

G'

7203

.771

98.1

7193

.371

89.3

7185

.871

82.7

7180

.071

77.6

2"S

1131

1101

1076

1056

1038

1023

1011

999

2"S

1286

1246

1213

1186

1163

1143

1126

1111

G'

1963

.519

58.8

1954

.919

51.5

1948

.619

46.1

1943

.819

41.8

G'

1985

.419

78.8

1973

.319

68.6

1964

.619

61.0

1957

.919

55.2

2.5"

S13

3013

0012

7612

5512

3812

2312

1011

992.

5"S

1485

1445

1412

1385

1362

1342

1325

1310

G'

2438

.824

34.2

2430

.324

26.9

2424

.024

21.4

2419

.224

17.2

G'

2460

.724

54.2

2448

.724

44.0

2439

.924

36.4

2433

.324

30.5

3"S

1530

1500

1475

1455

1437

1422

1409

1398

3"S

1684

1644

1612

1585

1561

1542

1525

1510

3"S

1530

1500

1475

1455

1437

1422

1409

1398

3"S

1684

1644

1612

1585

1561

1542

1525

1510

G'

2914

.229

09.5

2905

.629

02.2

2899

.328

96.8

2894

.528

92.5

G'

2936

.129

29.6

2924

.029

19.3

2915

.329

11.8

2908

.729

05.9

3.5"

S17

2916

9916

7516

5416

3716

2216

0915

973.

5"S

1884

1844

1811

1784

1761

1741

1724

1709

G'

3389

.533

84.9

3381

.033

77.6

3374

.733

72.1

3369

.933

67.9

G'

3411

.534

04.9

3399

.433

94.7

3390

.733

87.1

3384

.033

81.3

4"S

1929

1899

1874

1853

1836

1821

1808

1797

4"S

2083

2043

2011

1983

1960

1941

1923

1908

G'

3864

.938

60.3

3856

.338

53.0

3850

.138

47.5

3845

.238

43.2

G'

3886

.838

80.3

3874

.838

70.1

3866

.038

62.5

3859

.438

56.6

4.5"

S21

2820

9820

7320

5320

3520

2120

0819

964.

5"S

2283

2243

2210

2183

2160

2140

2123

2108

20G

'43

40.3

4335

.643

31.7

4328

.343

25.4

4322

.943

20.6

4318

.616

G'

4362

.243

55.6

4350

.143

45.4

4341

.443

37.8

4334

.743

32.0

0.03

58"

5"S

2328

2297

2273

2252

2235

2220

2207

2196

0.05

98"

5"S

2482

2442

2409

2382

2359

2339

2322

2307

G'

4815

.648

11.0

4807

.148

03.7

4800

.847

98.2

4796

.047

94.0

G'

4837

.548

31.0

4825

.548

20.8

4816

.748

13.2

4810

.148

07.3

5.5"

S25

2724

9724

7224

5224

3424

1924

0623

955.

5"S

2681

2642

2609

2582

2559

2539

2522

2507

5.5"

S25

2724

9724

7224

5224

3424

1924

0623

955.

5"S

2681

2642

2609

2582

2559

2539

2522

2507

G'

5291

.052

86.3

5282

.452

79.1

5276

.152

73.6

5271

.352

69.3

G'

5312

.953

06.4

5300

.852

96.1

5292

.152

88.6

5285

.552

82.7

6"S

2726

2696

2672

2651

2634

2619

2606

2595

6"S

2881

2841

2808

2781

2758

2738

2721

2706

G'

5766

.357

61.7

5757

.857

54.4

5751

.557

48.9

5746

.757

44.7

G'

5788

.357

81.7

5776

.257

71.5

5767

.557

63.9

5760

.857

58.1

6.5"

S29

2628

9628

7128

5028

3328

1828

0527

946.

5"S

3080

3040

3008

2980

2957

2938

2921

2906

G'

6241

.762

37.1

6233

.162

29.8

6226

.962

24.3

6222

.062

20.0

G'

6263

.662

57.1

6251

.662

46.9

6242

.862

39.3

6236

.262

33.4

7"S

3125

3095

3070

3050

3033

3018

3005

2993

7"S

3280

3240

3207

3180

3157

3137

3120

3105

G'

6717

.167

12.4

6708

.567

05.1

6702

.266

99.7

6697

.466

95.4

G'

6739

.067

32.4

6726

.967

22.2

6718

.267

14.6

6711

.567

08.8

7.5"

S33

2532

9532

7032

4932

3232

1732

0431

937.

5"S

3479

3439

3407

3379

3356

3336

3319

3304

G'

7192

.471

87.8

7183

.971

80.5

7177

.671

75.0

7172

.871

70.8

G'

7214

.372

07.8

7202

.371

97.6

7193

.571

90.0

7186

.971

84.1

Dec

k pr

oper

ties:

22G

A &

20G

A -

Fy

= 5

0 ks

i, F

u =

65

ksi;

18G

A &

16G

A -

Fy

= 4

0 ks

i, F

u =

55

ksi

Dec

k pr

oper

ties:

22G

A &

20G

A -

Fy

= 5

0 ks

i, F

u =

65

ksi;

18G

A &

16G

A -

Fy

= 4

0 ks

i, F

u =

55

ksi

NO

TES:

Dat

a is

pre

pare

d in

acc

orda

nce

with

SD

I's D

IAP

HR

AG

M D

ES

IGN

MA

NU

AL,

DD

M03

S v

alue

s ha

ve b

een

divi

ded

by a

Saf

ety

Fac

tor

of 3

.25

to o

btai

n (A

SD

) D

iaph

ragm

She

ar v

alue

s fo

r se

ism

ic lo

adin

g.T

he fo

llow

ing

Saf

ety

Fac

tors

sho

wn

are

from

Tab

le D

5 of

200

4 S

uppl

emen

t AIS

I Spe

cific

atio

ns.

Seis

mic

: φ

= .5

0 fo

r LR

FD

and

Ω =

3.2

5 fo

r A

SD

for

fille

d di

aphr

agm

s.W

ind:

φ =

.50

for

LRF

D a

nd Ω

= 3

.25

for

AS

D fo

r fil

led

diap

hrag

ms.

Oth

er:

φ =

.50

for

LRF

D a

nd Ω

= 3

.25

for

AS

D fo

r fil

led

diap

hrag

ms.

Cal

cula

tions

are

bas

ed o

n a

''SIN

GLE

SP

AN

CO

ND

ITIO

N''.

C

oncr

ete

prop

ertie

s: f'

c =

300

0 ps

i, D

ensi

ty =

110

pcf

Con

cret

e co

ver

thic

knes

s is

def

ined

as

the

thic

knes

s ab

ove

the

top

flang

e of

dec

k pa

nel.

Sid

e-la

p at

tach

men

t spa

cing

= 3

6'' o

.c.

ESR-1169 | Most Widely Accepted and Trusted Page 25 of 94

Page 26: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

TA

BL

E 1

8

Com

posi

te F

loor

-Dek

3 E

S In

terlo

ckin

gA

llow

able

Dia

phra

gm S

hear

SU

PPO

RT

CO

NN

ECTI

ON

: 1/

2" E

ffect

ive

Wel

d D

iam

eter

S =

Allo

wab

le D

iaph

ragm

She

ar (

lbs/

foot

)

SID

ELAP

CO

NN

ECTI

ON

:

But

ton

Pun

ch, D

ek-L

ok IS

L, #

10 T

EK

Scr

ew, 1

-1/2

" F

illet

Wel

dG

' = S

tiffn

ess

Fac

tor

(kip

s/in

.)

ATTA

CH

MEN

T PA

TTER

N:

36 /

4C

ON

CR

ETE

DEN

SITY

:14

5 P

CF

Nor

mal

-wei

ght S

truc

tura

l Con

cret

e

GAG

EC

ON

C. C

OVE

RFA

CTO

R

DEC

K S

PAN

- C

to C

SU

PPO

RT

GAG

EC

ON

C. C

OVE

RFA

CTO

R

DEC

K S

PAN

- C

to C

SU

PPO

RT

GAG

EC

ON

C. C

OVE

RFA

CTO

R

DEC

K S

PAN

- C

to C

SU

PPO

RT

GAG

EC

ON

C. C

OVE

RFA

CTO

R

DEC

K S

PAN

- C

to C

SU

PPO

RT

THIC

KN

ESS

(in.)

9' -

0"10

' - 0

"11

' - 0

"12

' - 0

"13

' - 0

"14

' - 0

"15

' - 0

"16

' - 0

"TH

ICK

NES

S (in

.)9'

- 0"

10' -

0"

11' -

0"

12' -

0"

13' -

0"

14' -

0"

15' -

0"

16' -

0"

2"S

1481

1456

1435

1418

1403

1391

1380

1371

2"S

1589

1557

1530

1508

1489

1473

1459

1447

G'

1956

.619

52.6

1949

.119

46.2

1943

.619

41.4

1939

.419

37.6

G'

1974

.719

69.1

1964

.419

60.3

1956

.819

53.8

1951

.119

48.7

2.5"

S17

8317

5717

3717

2017

0516

9316

8216

732.

5"S

1891

1859

1832

1810

1791

1775

1761

1748

G'

2432

.024

27.9

2424

.524

21.5

2419

.024

16.7

2414

.724

13.0

G'

2450

.124

44.5

2439

.724

35.7

2432

.224

29.1

2426

.424

24.0

3"S

2084

2059

203 9

2022

2007

1995

1984

1974

3"S

2193

2160

2134

2111

2093

2076

2062

2050

G'

2907

.329

03. 3

2899

.928

96.9

2894

.328

92.1

2890

.128

88.3

G'

2925

.429

19.8

2915

.129

11.0

2907

.529

04.5

2901

.828

99.4

3.5"

S23

8623

6123

4 023

2323

0922

9622

8622

763.

5"S

2495

2462

2435

2413

2394

2378

2364

2352

G'

3382

.733

78.6

3375

.233

72.3

3369

.733

67.4

3365

.533

63.7

G'

3400

.833

95.2

3390

.433

86.4

3382

.933

79.8

3377

.233

74.8

4"S

2688

2663

2642

2625

2611

2598

2587

2578

4"S

2797

2764

2737

2715

2696

2680

2666

2654

4"S

2688

2663

2642

2625

2611

2598

2587

2578

4"S

2797

2764

2737

2715

2696

2680

2666

2654

G'

3858

.138

54.0

3850

.638

47.6

3845

.138

42.8

3840

.838

39.0

G'

3876

.238

70.5

3865

.838

61.8

3858

.338

55.2

3852

.538

50.1

4.5"

S29

9029

6529

4429

2729

1229

0028

8928

804.

5"S

3098

3066

3039

3017

2998

2982

2968

2956

22G

'43

33.4

4329

.443

25.9

4323

.043

20.4

4318

.243

16.2

4314

.418

G'

4351

.543

45.9

4341

.243

37.1

4333

.643

30.6

4327

.943

25.5

0.02

95"

5"S

3292

3266

324 6

3229

3214

3202

3191

3182

0.04

74"

5"S

3400

3368

3341

3319

3300

3284

3270

3257

G'

4808

.848

04.7

4801

.347

98.3

4795

.847

93.5

4791

.547

89.8

G'

4826

.948

21.3

4816

.548

12.5

4809

.048

05.9

4803

.248

00.8

5.5"

S35

9335

6835

4 835

3135

1635

0434

9334

835.

5"S

3702

3669

3643

3620

3602

3585

3571

3559

G'

5284

.152

80.1

5276

.752

73.7

5271

.152

68.9

5266

.952

65.1

G'

5302

.252

96.6

5291

.952

87.8

5284

.352

81.3

5278

.652

76.2

6"S

3895

3870

3850

3832

3818

3805

3795

3785

6"S

4004

3971

3944

3922

3903

3887

3873

3861

G'

5759

.557

55.4

5752

.057

49.1

5746

.557

44.2

5742

.357

40.5

G'

5777

.657

72.0

5767

.257

63.2

5759

.757

56.6

5754

.057

51.6

6.5"

S41

9741

7241

5141

3441

2041

0740

9640

876.

5"S

4306

4273

4246

4224

4205

4189

4175

4163

6.5"

S41

9741

7241

5141

3441

2041

0740

9640

876.

5"S

4306

4273

4246

4224

4205

4189

4175

4163

G'

6234

.962

30.8

6227

.462

24.4

6221

.962

19.6

6217

.662

15.8

G'

6253

.062

47.3

6242

.662

38.6

6235

.162

32.0

6229

.362

26.9

7"S

4499

4474

4453

4436

4421

4409

4398

4389

7"S

4607

4575

4548

4526

4507

4491

4477

4465

G'

6710

.267

06.2

6702

.766

99.8

6697

.266

95.0

6693

.066

91.2

G'

6728

.367

22.7

6718

.067

13.9

6710

.467

07.4

6704

.767

02.3

7.5"

S48

0147

7647

5547

3847

2347

1147

0046

917.

5"S

4909

4877

4850

4828

4809

4793

4779

4766

G'

7185

.671

81.5

7178

.171

75.1

7172

.671

70.3

7168

.371

66.6

G'

7203

.771

98.1

7193

.371

89.3

7185

.871

82.7

7180

.071

77.6

2"S

1541

1510

1486

1465

1448

1433

1420

1409

2"S

1695

1655

1622

1595

1572

1552

1535

1520

G'

1963

.519

58.8

1954

.919

51.5

1948

.619

46.1

1943

.819

41.8

G'

1985

.419

78.8

1973

.319

68.6

1964

.619

61.0

1957

.919

55.2

2.5"

S18

4218

1217

8 817

6717

5017

3517

2217

112.

5"S

1997

1957

1924

1897

1874

1854

1837

1822

G'

2438

.824

34.2

2430

.324

26.9

2424

.024

21.4

2419

.224

17.2

G'

2460

.724

54.2

2448

.724

44.0

2439

.924

36.4

2433

.324

30.5

3"S

2144

2114

2089

2069

2051

2037

2024

2012

3"S

2299

2259

2226

2199

2176

2156

2139

2124

3"S

2144

2114

2089

2069

2051

2037

2024

2012

3"S

2299

2259

2226

2199

2176

2156

2139

2124

G'

2914

.229

09.5

2905

.629

02.2

2899

.328

96.8

2894

.528

92.5

G'

2936

.129

29.6

2924

.029

19.3

2915

.329

11.8

2908

.729

05.9

3.5"

S24

4624

1623

9123

7123

5323

3823

2523

143.

5"S

2600

2561

2528

2501

2478

2458

2441

2426

G'

3389

.533

84.9

3381

.033

77.6

3374

.733

72.1

3369

.933

67.9

G'

3411

.534

04.9

3399

.433

94.7

3390

.733

87.1

3384

.033

81.3

4"S

2748

2718

2693

2672

2655

2640

2627

2616

4"S

2902

2862

2830

2802

2779

2760

2743

2728

G'

3864

.938

60. 3

3856

.338

53.0

3850

.138

47.5

3845

.238

43.2

G'

3886

.838

80.3

3874

.838

70.1

3866

.038

62.5

3859

.438

56.6

4.5"

S30

5030

1929

9529

7429

5729

4229

2929

184.

5"S

3204

3164

3131

3104

3081

3061

3044

3029

20G

'43

40.3

4335

.643

31.7

4328

.343

25.4

4322

.943

20.6

4318

.616

G'

4362

.243

55.6

4350

.143

45.4

4341

.443

37.8

4334

.743

32.0

0.03

58"

5"S

3351

3321

3297

3276

3259

3244

3231

3220

0.05

98"

5"S

3506

3466

3433

3406

3383

3363

3346

3331

G'

4815

.648

11.0

4807

.148

03.7

4800

.847

98.2

4796

.047

94.0

G'

4837

.548

31.0

4825

.548

20.8

4816

.748

13.2

4810

.148

07.3

5.5"

S36

5336

2335

9835

7835

6135

4635

3335

215.

5"S

3808

3768

3735

3708

3685

3665

3648

3633

5.5"

S36

5336

2335

9835

7835

6135

4635

3335

215.

5"S

3808

3768

3735

3708

3685

3665

3648

3633

G'

5291

.052

86.3

5282

.452

79.1

5276

.152

73.6

5271

.352

69.3

G'

5312

.953

06.4

5300

.852

96.1

5292

.152

88.6

5285

.552

82.7

6"S

3955

3925

390 0

3880

3862

3847

3835

3823

6"S

4110

4070

4037

4010

3987

3967

3950

3935

G'

5766

.357

61.7

5757

.857

54.4

5751

.557

48.9

5746

.757

44.7

G'

5788

.357

81.7

5776

.257

71.5

5767

.557

63.9

5760

.857

58.1

6.5"

S42

5742

2742

0241

8241

6441

4941

3641

256.

5"S

4411

4371

4339

4311

4288

4269

4252

4237

G'

6241

.762

37.1

6233

.162

29.8

6226

.962

24.3

6222

.062

20.0

G'

6263

.662

57.1

6251

.662

46.9

6242

.862

39.3

6236

.262

33.4

7"S

4559

4529

4504

4483

4466

4451

4438

4427

7"S

4713

4673

4641

4613

4590

4570

4553

4538

G'

6717

.167

12.4

6708

.567

05.1

6702

.266

99.7

6697

.466

95.4

G'

6739

.067

32.4

6726

.967

22.2

6718

.267

14.6

6711

.567

08.8

7.5"

S48

6048

3048

0647

8547

6847

5347

4047

297.

5"S

5015

4975

4942

4915

4892

4872

4855

4840

G'

7192

.471

87. 8

7183

.971

80.5

7177

.671

75.0

7172

.871

70.8

G'

7214

.372

07.8

7202

.371

97.6

7193

.571

90.0

7186

.971

84.1

Dec

k pr

oper

ties:

22G

A &

20G

A -

Fy

= 5

0 ks

i, F

u =

65

ksi;

18G

A &

16G

A -

Fy

= 4

0 ks

i, F

u =

55

ksi

Dec

k pr

oper

ties:

22G

A &

20G

A -

Fy

= 5

0 ks

i, F

u =

65

ksi;

18G

A &

16G

A -

Fy

= 4

0 ks

i, F

u =

55

ksi

NO

TES:

Dat

a is

pre

pare

d in

acc

orda

nce

with

SD

I's D

IAP

HR

AG

M D

ES

IGN

MA

NU

AL,

DD

M03

S v

alue

s ha

ve b

een

divi

ded

by a

Saf

ety

Fac

tor

of 3

.25

to o

btai

n (A

SD

) D

iaph

ragm

She

ar v

alue

s fo

r se

ism

ic lo

adin

g.T

he fo

llow

ing

Saf

ety

Fac

tors

sho

wn

are

from

Tab

le D

5 of

200

4 S

uppl

emen

t AIS

I Spe

cific

atio

ns.

Seis

mic

: φ

= .5

0 fo

r LR

FD

and

Ω =

3.2

5 fo

r A

SD

for

fille

d di

aphr

agm

s.W

ind:

φ =

.50

for

LRF

D a

nd Ω

= 3

.25

for

AS

D fo

r fil

led

diap

hrag

ms.

Oth

er:

φ =

.50

for

LRF

D a

nd Ω

= 3

.25

for

AS

D fo

r fil

led

diap

hrag

ms.

Cal

cula

tions

are

bas

ed o

n a

''SIN

GLE

SP

AN

CO

ND

ITIO

N''.

C

oncr

ete

prop

ertie

s: f'

c =

300

0 ps

i, D

ensi

ty =

145

pcf

Con

cret

e co

ver

thic

knes

s is

def

ined

as

the

thic

knes

s ab

ove

the

top

flang

e of

dec

k pa

nel.

Sid

e-la

p at

tach

men

t spa

cing

= 3

6'' o

.c.

ESR-1169 | Most Widely Accepted and Trusted Page 26 of 94

Page 27: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

TA

BLE

19

3.5"

(23.17)

4"

(27.75)

4.5"

(32.34)

5"

(36.92)

5.5"

(41.5)

6"

(46.09)

6.5"

(50.67)

7"

(55.25)

7.5"

(59.84)

8"

(64.42)

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

303

383

325

313

358

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

303

383

325

313

358

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

303

383

325

313

358

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

243

313

277

267

369

374

356

344

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

243

313

277

267

369

374

356

344

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

243

313

277

267

369

374

356

344

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

247

257

239

230

316

303

307

296

388

343

365

367

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

247

257

239

230

316

303

307

296

388

343

365

367

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

247

257

239

230

316

303

307

296

388

343

365

367

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

213

212

208

200

273

319

260

258

336

393

308

320

400

400

370

384

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

213

212

208

200

273

319

260

258

336

393

308

320

400

400

370

384

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

213

212

208

200

273

319

260

258

336

393

308

320

400

400

370

384

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

185

216

183

176

238

278

216

227

292

343

268

281

349

400

323

338

400

400

379

396

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

185

216

183

176

238

278

216

227

292

343

268

281

349

400

323

338

400

400

379

396

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

177

193

183

176

238

278

216

227

292

343

268

281

349

400

323

338

400

400

379

396

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

162

190

146

156

208

244

189

201

257

301

235

249

307

361

283

274

358

400

332

323

400

400

382

372

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

162

190

146

156

208

244

189

201

257

301

235

249

307

361

283

274

358

400

332

323

400

400

382

372

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

148

161

146

156

208

238

189

201

257

301

235

249

307

361

283

274

358

400

332

323

400

400

382

372

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

143

168

129

139

184

216

167

179

227

267

207

200

271

319

250

242

316

373

293

285

362

400

338

329

400

400

383

374

400

400

400

400

400

400

400

400

400

400

400

400

143

168

129

139

184

216

167

179

227

267

207

200

271

319

250

242

316

373

293

285

362

400

338

329

400

400

383

374

400

400

400

400

400

400

400

400

400

400

400

400

125

135

129

139

184

200

167

179

227

267

207

200

271

319

250

242

316

373

293

285

362

400

338

329

400

400

383

374

400

400

400

400

400

400

400

400

400

400

400

400

127

149

114

125

163

192

148

141

201

237

184

177

241

284

222

214

281

332

260

253

322

381

300

292

364

400

340

332

400

400

381

373

400

400

400

400

400

400

400

400

127

148

114

125

163

192

148

141

201

237

184

177

241

284

222

214

281

332

260

253

322

381

300

292

364

400

340

332

400

400

381

373

400

400

400

400

400

400

400

400

106

115

114

125

157

170

148

141

201

237

184

177

241

284

222

214

281

332

260

253

322

381

300

292

364

400

340

332

400

400

381

373

400

400

400

400

400

400

400

400

113

133

101

9614

517

113

112

618

021

216

415

821

525

419

819

125

129

723

222

528

834

126

826

132

538

630

429

636

340

034

033

340

040

037

737

040

040

040

040

0

111

123

101

9614

517

113

112

618

021

216

415

821

525

419

819

125

129

723

222

528

834

126

826

132

538

630

429

636

340

034

033

340

040

037

737

040

040

040

040

0

9199

101

9613

414

613

112

618

020

616

415

821

525

419

819

125

129

723

222

528

834

126

826

132

538

630

429

636

340

034

033

340

040

037

737

040

040

040

040

0

101

119

9086

130

154

117

112

161

190

147

141

193

228

177

171

225

267

208

202

258

307

240

233

292

347

273

266

326

388

305

298

360

400

339

332

395

400

372

365

9310

390

8613

015

411

711

216

119

014

714

119

322

817

717

122

526

720

820

225

830

724

023

329

234

727

326

632

638

830

529

836

040

033

933

239

540

037

236

5

7885

9086

116

126

117

112

161

178

147

141

193

228

177

171

225

267

208

202

258

307

240

233

292

347

273

266

326

388

305

298

360

400

339

332

395

400

372

365

9110

781

7611

713

810

510

114

517

113

212

617

320

615

915

320

324

118

718

123

327

721

621

026

331

324

523

929

435

027

526

932

538

730

529

935

640

033

532

9

7786

8176

117

135

105

101

145

171

132

126

173

206

159

153

203

241

187

181

233

277

216

210

263

313

245

239

294

350

275

269

325

387

305

299

356

400

335

329

6874

8176

101

110

105

101

143

155

132

126

173

206

159

153

203

241

187

181

233

277

216

210

263

313

245

239

294

350

275

269

325

387

305

299

356

400

335

329

GAGE

L (Deflection)

10' - 0"

D+L (Strength)

D+L (Deflection)

SIN

GL

E S

PA

N S

LA

B D

ES

IGN

- M

AX

IMU

M S

UP

ER

IMP

OS

ED

LO

AD

S, (p

sf)

, N

O S

TU

DS

ON

BE

AM

S

CO

MP

OS

ITE

FL

OO

R-D

EK

1.5

(A

SD

)1-1/2" high x 6" pitch x 36" wide

9' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

10' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

11' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

8' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

9' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

7' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

8' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

6' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

7' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

h (Wc)

Span

Load

Combinations

6' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

8297

7269

105

125

9590

131

155

119

114

157

186

143

138

183

218

169

164

210

251

195

189

238

284

222

216

266

317

249

243

294

351

276

270

322

385

303

297

6572

7269

103

114

9590

131

155

119

114

157

186

143

138

183

218

169

164

210

251

195

189

238

284

222

216

266

317

249

243

294

351

276

270

322

385

303

297

6065

7269

8896

9590

125

136

119

114

157

185

143

138

183

218

169

164

210

251

195

189

238

284

222

216

266

317

249

243

294

351

276

270

322

385

303

297

7487

6562

9511

385

8111

814

110

710

314

216

913

012

516

619

815

314

819

122

817

717

121

625

820

119

624

128

822

522

026

731

925

024

529

235

027

526

9

5461

6562

8797

8581

118

141

107

103

142

169

130

125

166

198

153

148

191

228

177

171

216

258

201

196

241

288

225

220

267

319

250

245

292

350

275

269

5357

6562

7884

8581

110

119

107

103

142

163

130

125

166

198

153

148

191

228

177

171

216

258

201

196

241

288

225

220

267

319

250

245

292

350

275

269

6' -

7"

7' -

10"

8' -

4"

9' -

9"

6' -

3"

7' -

5"

7' -

11"

9' -

3"

5' -

11"

7' -

1"

7' -

6"

8' -

9"

5' -

8"

6' -

9"

7' -

2"

8' -

4"

5' -

6"

6' -

6"

6' -

10"

8' -

0"

5' -

3"

6' -

3"

6' -

7"

7' -

8"

5' -

1"

6' -

0"

6' -

5"

7' -

5"

4' -

11"

5' -

10"

6' -

2"

7' -

2"

4' -

10"

5' -

8"

6' -

0"

7' -

0"

4' -

9"

5' -

7"

5' -

11"

6' -

10"

8' -

8"

10' -

3"

10' -

8"

11' -

11"

8' -

3"

9' -

9"

10' -

2"

11' -

5"

7' -

11"

9' -

5"

9' -

9"

10' -

11"

7' -

7"

9' -

0"

9' -

4"

10' -

5"

7' -

4"

8' -

8"

9' -

0"

10' -

1"

7' -

1"

8' -

5"

8' -

9"

9' -

9"

6' -

10"

8' -

1"

8' -

5"

9' -

5"

6' -

8"

7' -

10"

8' -

2"

9' -

2"

6' -

6"

7' -

8"

7' -

11"

8' -

11"

6' -

4"

7' -

5"

7' -

9"

8' -

8"

8' -

10"

10' -

7"

11' -

0"

12' -

4"

8' -

4"

10' -

0"

10' -

6"

11' -

9"

8' -

0"

9' -

6"

10' -

1"

11' -

3"

7' -

8"

9' -

2"

9' -

8"

10' -

10"

7' -

5"

8' -

9"

9' -

4"

10' -

5"

7' -

2"

8' -

6"

9' -

0"

10' -

1"

6' -

11"

8' -

3"

8' -

8"

9' -

9"

6' -

9"

8' -

0"

8' -

5"

9' -

5"

6' -

7"

7' -

9"

8' -

2"

9' -

3"

6' -

5"

7' -

6"

8' -

0"

9' -

0"

2' -

7"

3' -

2"

3' -

5"

4' -

1"

2' -

6"

3' -

1"

3' -

3"

3' -

11"

2' -

5"

3' -

0"

3' -

2"

3' -

10"

2' -

5"

2' -

11"

3' -

1"

3' -

8"

2' -

4"

2' -

10"

3' -

0"

3' -

7"

2' -

3"

2' -

9"

2' -

11"

3' -

6"

2' -

3"

2' -

9"

2' -

11"

3' -

5"

2' -

3"

2' -

8"

2' -

10"

3' -

4"

2' -

2"

2' -

7"

2' -

9"

3' -

3"

2' -

2"

2' -

7"

2' -

9"

3' -

3"

303

Max

. sup

erim

pose

d AS

D d

ead

+ liv

e lo

ad (p

sf) (

gove

rned

by

stre

ngth

lim

itatio

n)30

3M

ax. s

uper

impo

sed

ASD

dea

d +

live

load

(psf

) (go

vern

ed b

y in

stan

tane

ous

defle

ctio

n lim

itatio

n of

L/2

40)

303

Max

. sup

erim

pose

d AS

D li

ve lo

ad (p

sf) (

gove

rned

by

inst

anta

neou

s de

flect

ion

limita

tion

of L

/360

)Ve

rtic

al lo

ad s

pan

(cen

ter t

o ce

nter

spa

cing

)

Wd

Wei

ght o

f dec

k (u

ncoa

ted)

, psf

DU

nifo

rm d

ead

load

, psf

hT

otal

hei

ght o

f con

cret

e sl

ab, i

nL

Uni

form

live

load

, psf

Wc

Wei

ght o

f con

cret

e (n

egle

ctin

g de

flect

ion)

, psf

f'c

3000

psi

NOTES:

1) W

elde

d w

ire fa

bric

is r

equi

red

per

AC

I req

uire

men

ts (

0.00

075*

Ac)

.

2) C

onst

ruct

ion

span

s sh

own

base

d on

2"

exte

rior

bear

ing

and

4" in

terio

r be

arin

g w

idth

.

3) T

he li

ve lo

ads

and

unsh

ored

con

stru

ctio

n cl

ear

span

s ar

e ba

sed

on th

e A

NS

I/SD

I C1.

0-20

06 a

nd A

SC

E 3

-91

Sta

ndar

d fo

r th

e S

truc

tura

l Des

ign

of C

ompo

site

Sla

bs.

The

load

s in

thes

e ta

bles

are

bas

ed o

n S

ingl

e S

pan

Sla

b D

esig

n.

1.71

1.86

2.01

2.17

MA

XIM

UM

UN

SH

OR

ED

CO

NS

TR

UC

TIO

N C

LE

AR

SP

AN

S

11' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

12' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

L (Deflection)

110 P

CF C

ON

CR

ET

E

Unshored

1 Row of Shoring

2 Rows of Shoring

Cantilever

CY/100sf

0.93

1.24

1.40

6' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

0.78

1.55

1.09

ESR-1169 | Most Widely Accepted and Trusted Page 27 of 94

Page 28: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

TA

BLE

20

3.5"

(30.54)

4"

(36.58)

4.5"

(42.63)

5"

(48.67)

5.5"

(54.71)

6"

(60.75)

6.5"

(66.79)

7"

(72.83)

7.5"

(78.88)

8"

(84.92)

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

288

378

350

339

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

288

378

350

339

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

288

378

350

339

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

303

303

299

289

385

351

374

370

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

303

303

299

289

385

351

374

370

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

303

303

299

289

385

351

374

370

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

257

244

257

249

329

363

298

319

400

400

374

393

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

257

244

257

249

329

363

298

319

400

400

374

393

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

257

244

257

249

329

363

298

319

400

400

374

393

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

218

235

209

217

283

310

261

278

347

395

322

342

400

400

386

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

218

235

209

217

283

310

261

278

347

395

322

342

400

400

386

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

218

235

209

217

283

310

261

278

347

395

322

342

400

400

386

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

187

202

176

191

246

267

227

244

302

341

280

272

359

400

335

326

400

400

391

383

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

187

202

176

191

246

267

227

244

302

341

280

272

359

400

335

326

400

400

391

383

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

187

202

176

191

246

267

227

244

302

341

280

272

359

400

335

326

400

400

391

383

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

161

174

154

169

214

231

198

191

264

296

245

238

314

367

293

285

366

400

343

335

400

400

393

385

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

161

174

154

169

214

231

198

191

264

296

245

238

314

367

293

285

366

400

343

335

400

400

393

385

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

161

174

154

169

214

231

198

191

264

296

245

238

314

367

293

285

366

400

343

335

400

400

393

385

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

139

151

135

130

185

201

174

168

233

258

215

209

277

321

258

251

322

383

302

295

368

400

346

339

400

400

392

384

400

400

400

400

400

400

400

400

400

400

400

400

139

151

135

130

185

201

174

168

233

258

215

209

277

321

258

251

322

383

302

295

368

400

346

339

400

400

392

384

400

400

400

400

400

400

400

400

400

400

400

400

139

151

135

130

185

201

174

168

233

258

215

209

277

321

258

251

322

383

302

295

368

400

346

339

400

400

392

384

400

400

400

400

400

400

400

400

400

400

400

400

121

131

119

114

162

175

154

148

206

225

190

184

245

281

228

222

286

340

267

261

327

390

307

300

368

400

347

340

400

400

388

381

400

400

400

400

400

400

400

400

121

131

119

114

162

175

154

148

206

225

190

184

245

281

228

222

286

340

267

261

327

390

307

300

368

400

347

340

400

400

388

381

400

400

400

400

400

400

400

400

121

131

119

114

162

175

154

148

206

225

190

184

245

281

228

222

286

340

267

261

327

390

307

300

368

400

347

340

400

400

388

381

400

400

400

400

400

400

400

400

105

115

105

101

141

153

136

131

182

198

169

164

218

248

203

197

254

302

238

232

291

348

273

267

328

392

309

303

365

400

345

339

400

400

382

376

400

400

400

400

105

115

105

101

141

153

136

131

182

198

169

164

218

248

203

197

254

302

238

232

291

348

273

267

328

392

309

303

365

400

345

339

400

400

382

376

400

400

400

400

105

115

105

101

141

153

136

131

182

198

169

164

218

248

203

197

254

302

238

232

291

348

273

267

328

392

309

303

365

400

345

339

400

400

382

376

400

400

400

400

9210

094

9012

413

512

111

716

017

415

114

619

521

918

117

622

726

821

220

726

031

224

423

829

435

227

627

132

739

230

930

336

140

034

233

639

540

037

536

9

9210

094

9012

413

512

111

716

017

415

114

619

521

918

117

622

726

821

220

726

031

224

423

829

435

227

627

132

739

230

930

336

140

034

233

639

540

037

536

9

9210

094

9012

413

512

111

716

017

415

114

619

521

918

117

622

726

821

220

726

031

224

423

829

435

227

627

132

739

230

930

336

140

034

233

639

540

037

536

9

8088

8380

108

118

108

104

141

154

135

130

175

194

162

157

204

238

190

185

234

281

219

214

264

317

248

243

294

353

277

272

324

390

307

302

355

400

337

331

8088

8380

108

118

108

104

141

154

135

130

175

194

162

157

204

238

190

185

234

281

219

214

264

317

248

243

294

353

277

272

324

390

307

302

355

400

337

331

8088

8380

108

118

108

104

141

154

135

130

175

194

162

157

204

238

190

185

234

281

219

214

264

317

248

243

294

353

277

272

324

390

307

302

355

400

337

331

SIN

GL

E S

PA

N S

LA

B D

ES

IGN

- M

AX

IMU

M S

UP

ER

IMP

OS

ED

LO

AD

S, (p

sf)

, N

O S

TU

DS

ON

BE

AM

S

GAGE

CO

MP

OS

ITE

FL

OO

R-D

EK

1.5

(A

SD

)1-1/2" high x 6" pitch x 36" wide

10' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

11' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

9' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

10' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

8' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

9' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

7' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

8' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

6' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

7' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

h (Wc)

Span

Load

Combinations

6' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

7077

7571

9510

497

9312

413

612

111

715

717

214

614

118

421

117

116

621

025

319

719

223

828

622

321

826

531

925

024

529

335

327

627

229

538

630

329

9

7077

7571

9510

497

9312

413

612

111

715

717

214

614

118

421

117

116

621

025

319

719

223

828

622

321

826

531

925

024

529

335

327

627

229

538

630

329

9

7077

7571

9510

497

9312

413

612

111

715

717

214

614

118

421

117

116

621

025

319

719

223

828

622

321

826

531

925

024

529

335

327

627

229

538

630

329

9

6167

6764

8392

8784

110

120

109

105

139

153

131

127

166

188

154

150

190

227

178

173

215

259

201

197

240

289

225

221

240

320

250

245

262

350

274

270

6167

6764

8392

8784

110

120

109

105

139

153

131

127

166

188

154

150

190

227

178

173

215

259

201

197

240

289

225

221

240

320

250

245

262

350

274

270

6167

6764

8392

8784

110

120

109

105

139

153

131

127

166

188

154

150

190

227

178

173

215

259

201

197

240

289

225

221

240

320

250

245

262

350

274

270

6' -

1"

7' -

2"

7' -

8"

8' -

11"

5' -

9"

6' -

9"

7' -

2"

8' -

4"

5' -

5"

6' -

5"

6' -

10"

7' -

11"

5' -

2"

6' -

1"

6' -

6"

7' -

6"

5' -

0"

5' -

10"

6' -

2"

7' -

2"

4' -

9"

5' -

8"

6' -

0"

6' -

11"

4' -

8"

5' -

6"

5' -

10"

6' -

9"

4' -

7"

5' -

4"

5' -

8"

6' -

7"

4' -

6"

5' -

3"

5' -

7"

6' -

5"

4' -

5"

5' -

2"

5' -

5"

6' -

4"

8' -

0"

9' -

6"

9' -

11"

11' -

1"

7' -

7"

9' -

0"

9' -

4"

10' -

6"

7' -

3"

8' -

7"

8' -

11"

10' -

0"

6' -

11"

8' -

3"

8' -

6"

9' -

7"

6' -

8"

7' -

11"

8' -

2"

9' -

2"

6' -

5"

7' -

7"

7' -

11"

8' -

10"

6' -

3"

7' -

4"

7' -

8"

8' -

7"

6' -

0"

7' -

1"

7' -

4"

8' -

3"

5' -

10"

6' -

10"

7' -

2"

8' -

0"

5' -

9"

6' -

8"

6' -

11"

7' -

9"

8' -

2"

9' -

9"

10' -

3"

11' -

5"

7' -

8"

9' -

2"

9' -

9"

10' -

10"

7' -

4"

8' -

9"

9' -

3"

10' -

4"

7' -

0"

8' -

4"

8' -

10"

9' -

11"

6' -

9"

8' -

0"

8' -

6"

9' -

6"

6' -

6"

7' -

8"

8' -

2"

9' -

2"

6' -

4"

7' -

5"

7' -

10"

8' -

10"

6' -

1"

7' -

2"

7' -

7"

8' -

6"

5' -

11"

7' -

0"

7' -

5"

8' -

3"

5' -

9"

6' -

9"

7' -

2"

8' -

1"

2' -

6"

3' -

0"

3' -

3"

3' -

10"

2' -

5"

2' -

11"

3' -

1"

3' -

8"

2' -

4"

2' -

10"

3' -

0"

3' -

7"

2' -

3"

2' -

9"

2' -

11"

3' -

6"

2' -

3"

2' -

8"

2' -

10"

3' -

4"

2' -

2"

2' -

7"

2' -

9"

3' -

3"

2' -

1"

2' -

6"

2' -

8"

3' -

2"

2' -

1"

2' -

6"

2' -

8"

3' -

1"

2' -

0"

2' -

5"

2' -

7"

3' -

0"

2' -

0"

2' -

4"

2' -

6"

3' -

0"

288

Max

. sup

erim

pose

d AS

D d

ead

+ liv

e lo

ad (p

sf) (

gove

rned

by

stre

ngth

lim

itatio

n)28

8M

ax. s

uper

impo

sed

ASD

dea

d +

live

load

(psf

) (go

vern

ed b

y in

stan

tane

ous

defle

ctio

n lim

itatio

n of

L/2

40)

288

Max

. sup

erim

pose

d AS

D li

ve lo

ad (p

sf) (

gove

rned

by

inst

anta

neou

s de

flect

ion

limita

tion

of L

/360

)Ve

rtic

al lo

ad s

pan

(cen

ter t

o ce

nter

spa

cing

)

Wd

Wei

ght o

f dec

k (u

ncoa

ted)

, psf

DU

nifo

rm d

ead

load

, psf

hT

otal

hei

ght o

f con

cret

e sl

ab, i

nL

Uni

form

live

load

, psf

Wc

Wei

ght o

f con

cret

e (n

egle

ctin

g de

flect

ion)

, psf

f'c

3000

psi

NOTES:

1) W

elde

d w

ire fa

bric

is r

equi

red

per

AC

I req

uire

men

ts (

0.00

075*

Ac)

.

2) C

onst

ruct

ion

span

s sh

own

base

d on

2"

exte

rior

bear

ing

and

4" in

terio

r be

arin

g w

idth

.

3) T

he li

ve lo

ads

and

unsh

ored

con

stru

ctio

n cl

ear

span

s ar

e ba

sed

on th

e A

NS

I/SD

I C1.

0-20

06 a

nd A

SC

E 3

-91

Sta

ndar

d fo

r th

e S

truc

tura

l Des

ign

of C

ompo

site

Sla

bs.

The

load

s in

thes

e ta

bles

are

bas

ed o

n S

ingl

e S

pan

Sla

b D

esig

n.

145 P

CF C

ON

CR

ET

E

1.55

1.71

1.86

2.01

2.17

6' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

0.78

Unshored

1 Row of Shoring

D+L (Deflection)

0.93

1.09

1.24

1.40

MA

XIM

UM

UN

SH

OR

ED

CO

NS

TR

UC

TIO

N C

LE

AR

SP

AN

S

2 Rows of Shoring

Cantilever

CY/100sf

11' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

12' - 0"

D+L (Strength)

L (Deflection)

L (Deflection)

ESR-1169 | Most Widely Accepted and Trusted Page 28 of 94

Page 29: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

TA

BLE

21

3.5"

(22.99)

4"

(27.57)

4.5"

(32.16)

5"

(36.74)

5.5"

(41.32)

6"

(45.91)

6.5"

(50.49)

7"

(55.07)

7.5"

(59.66)

8"

(64.24)

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

280

350

335

323

332

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

280

350

335

323

332

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

280

350

335

323

332

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

289

285

285

275

370

340

355

354

400

391

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

289

285

285

275

370

340

355

354

400

391

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

289

285

285

275

370

340

355

354

400

391

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

247

233

241

237

317

274

288

305

389

400

330

378

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

247

233

241

237

317

274

288

305

389

400

330

378

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

247

233

241

237

317

274

288

305

389

400

330

378

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

214

254

199

207

273

326

234

266

336

400

318

330

400

400

382

396

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

214

254

199

207

273

326

234

266

336

400

318

330

400

400

382

396

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

207

224

199

207

273

326

234

266

336

400

318

330

400

400

382

396

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

186

222

172

182

238

284

223

234

293

351

277

290

350

400

333

323

400

400

390

380

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

186

222

172

182

238

284

223

234

293

351

277

290

350

400

333

323

400

400

390

380

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

170

185

172

182

238

274

223

234

293

351

277

290

350

400

333

323

400

400

390

380

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

163

194

151

161

209

250

195

207

257

309

243

234

307

369

292

283

359

400

343

333

400

400

394

385

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

163

194

151

161

209

250

195

207

257

309

243

234

307

369

292

283

359

400

343

333

400

400

394

385

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

142

154

151

161

209

229

195

207

257

309

243

234

307

369

292

283

359

400

343

333

400

400

394

385

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

144

172

133

143

184

221

172

166

227

273

214

207

272

327

258

250

317

382

303

294

364

400

349

340

400

400

395

387

400

400

400

400

400

400

400

400

400

400

400

400

144

170

133

143

184

221

172

166

227

273

214

207

272

327

258

250

317

382

303

294

364

400

349

340

400

400

395

387

400

400

400

400

400

400

400

400

400

400

400

400

120

130

133

143

178

193

172

166

227

273

214

207

272

327

258

250

317

382

303

294

364

400

349

340

400

400

395

387

400

400

400

400

400

400

400

400

400

400

400

400

127

153

118

112

164

196

153

147

202

243

190

183

241

291

229

222

282

340

269

261

323

391

310

302

365

400

351

344

400

400

393

386

400

400

400

400

400

400

400

400

127

141

118

112

164

196

153

147

202

243

190

183

241

291

229

222

282

340

269

261

323

391

310

302

365

400

351

344

400

400

393

386

400

400

400

400

400

400

400

400

102

110

118

112

151

164

153

147

202

232

190

183

241

291

229

222

282

340

269

261

323

391

310

302

365

400

351

344

400

400

393

386

400

400

400

400

400

400

400

400

113

136

105

100

146

175

136

130

180

217

169

163

215

260

204

198

252

304

240

233

289

350

277

270

326

396

314

307

364

400

352

344

400

400

390

383

400

400

400

400

106

117

105

100

146

175

136

130

180

217

169

163

215

260

204

198

252

304

240

233

289

350

277

270

326

396

314

307

364

400

352

344

400

400

390

383

400

400

400

400

8795

105

100

130

141

136

130

180

199

169

163

215

260

204

198

252

304

240

233

289

350

277

270

326

396

314

307

364

400

352

344

400

400

390

383

400

400

400

400

101

122

9389

131

157

121

116

161

195

151

146

193

234

183

177

226

274

215

209

259

314

248

242

293

356

282

275

327

398

316

309

362

400

350

343

397

400

385

378

8898

9389

131

153

121

116

161

195

151

146

193

234

183

177

226

274

215

209

259

314

248

242

293

356

282

275

327

398

316

309

362

400

350

343

397

400

385

378

7582

9289

112

121

121

116

159

172

151

146

193

234

183

177

226

274

215

209

259

314

248

242

293

356

282

275

327

398

316

309

362

400

350

343

397

400

385

378

9111

084

8011

714

210

910

414

517

613

613

117

421

116

415

920

324

719

318

823

428

422

321

826

432

125

424

829

535

928

427

832

639

731

530

935

840

034

734

1

7482

8480

117

129

109

104

145

176

136

131

174

211

164

159

203

247

193

188

234

284

223

218

264

321

254

248

295

359

284

278

326

397

315

309

358

400

347

341

6671

8080

9710

610

910

413

815

013

613

117

420

416

415

920

324

719

318

823

428

422

321

826

432

125

424

829

535

928

427

832

639

731

530

935

840

034

734

1

SIN

GL

E S

PA

N S

LA

B D

ES

IGN

- M

AX

IMU

M S

UP

ER

IMP

OS

ED

LO

AD

S, (p

sf)

, N

O S

TU

DS

ON

BE

AM

S

6' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

6' - 6"

1-1/2" high x 6" pitch x 36" wide

CO

MP

OS

ITE

FL

OO

R-D

EK

1.5

ES

IN

TE

RL

OC

KIN

G (

AS

D)

h (Wc)

Span

Load

Combinations

GAGE

D+L (Strength)

D+L (Deflection)

L (Deflection)

7' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

7' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

8' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

8' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

9' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

9' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

10' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

10' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

11' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

6671

8080

9710

610

910

413

815

013

613

117

420

416

415

920

324

719

318

823

428

422

321

826

432

125

424

829

535

928

427

832

639

731

530

935

840

034

734

1

8298

7571

106

128

9894

131

159

123

118

157

191

148

143

184

224

175

170

211

257

202

196

239

291

229

224

267

326

257

252

295

360

285

280

324

395

314

308

6168

7571

9910

998

9413

115

912

311

815

719

114

814

318

422

417

517

021

125

720

219

623

929

122

922

426

732

625

725

229

536

028

528

032

439

531

430

8

5762

7071

8592

9894

121

131

123

118

157

179

148

143

184

224

175

170

211

257

202

196

239

291

229

224

267

326

257

252

295

360

285

280

324

395

314

308

7488

6864

9611

689

8511

914

411

110

714

217

313

413

016

720

315

815

319

223

418

317

821

726

520

820

324

229

623

322

826

832

825

925

429

436

028

527

9

5157

6764

8392

8985

119

139

111

107

142

173

134

130

167

203

158

153

192

234

183

178

217

265

208

203

242

296

233

228

268

328

259

254

294

360

285

279

5055

6264

7581

8985

106

115

111

107

142

157

134

130

167

203

158

153

192

234

183

178

217

265

208

203

242

296

233

228

268

328

259

254

294

360

285

279

6' -

6"

7' -

6"

7' -

11"

9' -

4"

6' -

2"

7' -

1"

7' -

6"

8' -

9"

5' -

10"

6' -

9"

7' -

2"

8' -

4"

5' -

7"

6' -

5"

6' -

10"

7' -

11"

5' -

5"

6' -

2"

6' -

6"

7' -

7"

5' -

2"

5' -

11"

6' -

4"

7' -

4"

5' -

0"

5' -

9"

6' -

1"

7' -

1"

4' -

10"

5' -

7"

5' -

11"

6' -

10"

4' -

9"

5' -

5"

5' -

9"

6' -

8"

4' -

8"

5' -

3"

5' -

7"

6' -

6"

8' -

6"

9' -

11"

10' -

3"

11' -

6"

8' -

1"

9' -

5"

9' -

9"

11' -

0"

7' -

9"

9' -

0"

9' -

4"

10' -

6"

7' -

6"

8' -

7"

9' -

0"

10' -

1"

7' -

2"

8' -

3"

8' -

8"

9' -

9"

6' -

11"

8' -

0"

8' -

4"

9' -

5"

6' -

9"

7' -

9"

8' -

1"

9' -

1"

6' -

6"

7' -

6"

7' -

10"

8' -

10"

6' -

4"

7' -

3"

7' -

7"

8' -

7"

6' -

2"

7' -

1"

7' -

5"

8' -

4"

8' -

8"

10' -

0"

10' -

7"

11' -

10"

8' -

3"

9' -

6"

10' -

1"

11' -

4"

7' -

10"

9' -

1"

9' -

7"

10' -

10"

7' -

7"

8' -

8"

9' -

3"

10' -

5"

7' -

3"

8' -

4"

8' -

10"

10' -

1"

7' -

0"

8' -

1"

8' -

7"

9' -

9"

6' -

10"

7' -

10"

8' -

3"

9' -

4"

6' -

7"

7' -

7"

8' -

0"

9' -

1"

6' -

5"

7' -

4"

7' -

10"

8' -

10"

6' -

3"

7' -

2"

7' -

7"

8' -

7"

2' -

5"

3' -

0"

3' -

2"

3' -

10"

2' -

4"

2' -

11"

3' -

1"

3' -

8"

2' -

4"

2' -

10"

3' -

0"

3' -

7"

2' -

3"

2' -

9"

2' -

11"

3' -

6"

2' -

2"

2' -

8"

2' -

10"

3' -

5"

2' -

2"

2' -

7"

2' -

9"

3' -

4"

2' -

1"

2' -

7"

2' -

9"

3' -

3"

2' -

1"

2' -

6"

2' -

8"

3' -

2"

2' -

0"

2' -

6"

2' -

7"

3' -

1"

2' -

0"

2' -

5"

2' -

7"

3' -

0"

280

Max

. sup

erim

pose

d AS

D d

ead

+ liv

e lo

ad (p

sf) (

gove

rned

by

stre

ngth

lim

itatio

n)28

0M

ax. s

uper

impo

sed

ASD

dea

d +

live

load

(psf

) (go

vern

ed b

y in

stan

tane

ous

defle

ctio

n lim

itatio

n of

L/2

40)

280

Max

. sup

erim

pose

d AS

D li

ve lo

ad (p

sf) (

gove

rned

by

inst

anta

neou

s de

flect

ion

limita

tion

of L

/360

)Ve

rtic

al lo

ad s

pan

(cen

ter t

o ce

nter

spa

cing

)

Wd

Wei

ght o

f dec

k (u

ncoa

ted)

, psf

DU

nifo

rm d

ead

load

, psf

hT

otal

hei

ght o

f con

cret

e sl

ab, i

nL

Uni

form

live

load

, psf

Wc

Wei

ght o

f con

cret

e (n

egle

ctin

g de

flect

ion)

, psf

f'c

3000

psi

NOTES:

1) W

elde

d w

ire fa

bric

is r

equi

red

per

AC

I req

uire

men

ts (

0.00

075*

Ac)

.

2) C

onst

ruct

ion

span

s sh

own

base

d on

2"

exte

rior

bear

ing

and

4" in

terio

r be

arin

g w

idth

.

3) T

he li

ve lo

ads

and

unsh

ored

con

stru

ctio

n cl

ear

span

s ar

e ba

sed

on th

e A

NS

I/SD

I C1.

0-20

06 a

nd A

SC

E 3

-91

Sta

ndar

d fo

r th

e S

truc

tura

l Des

ign

of C

ompo

site

Sla

bs.

The

load

s in

thes

e ta

bles

are

bas

ed o

n S

ingl

e S

pan

Sla

b D

esig

n.

110 P

CF C

ON

CR

ET

E

1.70

1.85

2.01

2.16

L (Deflection)

11' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

12' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

MA

XIM

UM

UN

SH

OR

ED

CO

NS

TR

UC

TIO

N C

LE

AR

SP

AN

S

1 Row of Shoring

2 Rows of Shoring

Cantilever

cy/100sf

0.93

1.08

1.24

1.39

1.55

6' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

0.77

Unshored

ESR-1169 | Most Widely Accepted and Trusted Page 29 of 94

Page 30: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

TA

BLE

22

3.5"

(30.3)

4"

(36.35)

4.5"

(42.39)

5"

(48.43)

5.5"

(54.47)

6"

(60.51)

6.5"

(66.55)

7"

(72.6)

7.5"

(78.64)

8"

(84.68)

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

349

344

359

349

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

349

344

359

349

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

349

344

359

349

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

292

274

288

298

385

400

338

381

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

292

274

288

298

385

400

338

381

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

292

274

288

298

385

400

338

381

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

246

265

232

257

325

350

313

328

400

400

385

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

246

265

232

257

325

350

313

328

400

400

385

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

246

265

232

257

325

350

313

328

400

400

385

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

209

226

210

224

277

299

269

286

348

382

332

336

400

400

397

388

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

209

226

210

224

277

299

269

286

348

382

332

336

400

400

397

388

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

209

226

210

224

277

299

269

286

348

382

332

336

400

400

397

388

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

179

193

182

196

238

257

234

227

302

329

288

281

360

400

345

337

400

400

400

395

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

179

193

182

196

238

257

234

227

302

329

288

281

360

400

345

337

400

400

400

395

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

179

193

182

196

238

257

234

227

302

329

288

281

360

400

345

337

400

400

400

395

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

154

167

159

174

205

222

204

198

264

285

252

246

315

355

302

295

367

400

353

346

400

400

400

398

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

154

167

159

174

205

222

204

198

264

285

252

246

315

355

302

295

367

400

353

346

400

400

400

398

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

154

167

159

174

205

222

204

198

264

285

252

246

315

355

302

295

367

400

353

346

400

400

400

398

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

133

144

139

134

178

193

180

174

229

248

222

216

278

310

266

260

323

378

311

305

370

400

357

351

400

400

400

397

400

400

400

400

400

400

400

400

400

400

400

400

133

144

139

134

178

193

180

174

229

248

222

216

278

310

266

260

323

378

311

305

370

400

357

351

400

400

400

397

400

400

400

400

400

400

400

400

400

400

400

400

133

144

139

134

178

193

180

174

229

248

222

216

278

310

266

260

323

378

311

305

370

400

357

351

400

400

400

397

400

400

400

400

400

400

400

400

400

400

400

400

115

125

123

118

155

168

159

154

200

217

196

191

246

272

236

230

286

332

276

270

328

397

317

311

369

400

358

352

400

400

400

394

400

400

400

400

400

400

400

400

115

125

123

118

155

168

159

154

200

217

196

191

246

272

236

230

286

332

276

270

328

397

317

311

369

400

358

352

400

400

400

394

400

400

400

400

400

400

400

400

115

125

123

118

155

168

159

154

200

217

196

191

246

272

236

230

286

332

276

270

328

397

317

311

369

400

358

352

400

400

400

394

400

400

400

400

400

400

400

400

100

109

109

105

135

147

141

136

175

191

175

169

219

239

209

204

255

293

245

240

292

351

282

276

329

400

319

314

367

400

357

351

400

400

395

389

400

400

400

400

100

109

109

105

135

147

141

136

175

191

175

169

219

239

209

204

255

293

245

240

292

351

282

276

329

400

319

314

367

400

357

351

400

400

395

389

400

400

400

400

100

109

109

105

135

147

141

136

175

191

175

169

219

239

209

204

255

293

245

240

292

351

282

276

329

400

319

314

367

400

357

351

400

400

395

389

400

400

400

400

8795

9793

118

129

125

121

154

168

156

151

194

211

187

182

228

259

219

214

261

311

252

247

295

361

285

280

328

400

319

314

363

400

353

348

397

400

388

382

8795

9793

118

129

125

121

154

168

156

151

194

211

187

182

228

259

219

214

261

311

252

247

295

361

285

280

328

400

319

314

363

400

353

348

397

400

388

382

8795

9793

118

129

125

121

154

168

156

151

194

211

187

182

228

259

219

214

261

311

252

247

295

361

285

280

328

400

319

314

363

400

353

348

397

400

388

382

7683

8683

103

113

112

108

135

148

139

135

171

187

168

163

205

230

197

192

235

276

226

222

265

325

256

252

295

363

287

282

326

400

317

313

357

400

348

344

7683

8683

103

113

112

108

135

148

139

135

171

187

168

163

205

230

197

192

235

276

226

222

265

325

256

252

295

363

287

282

326

400

317

313

357

400

348

344

7683

8683

103

113

112

108

135

148

139

135

171

187

168

163

205

230

197

192

235

276

226

222

265

325

256

252

295

363

287

282

326

400

317

313

357

400

348

344

SIN

GL

E S

PA

N S

LA

B D

ES

IGN

- M

AX

IMU

M S

UP

ER

IMP

OS

ED

LO

AD

S, (p

sf)

, N

O S

TU

DS

ON

BE

AM

S

6' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

6' - 6"

1-1/2" high x 6" pitch x 36" wide

CO

MP

OS

ITE

FL

OO

R-D

EK

1.5

ES

IN

TE

RL

OC

KIN

G (

AS

D)

h (Wc)

Span

Load

Combinations

GAGE

D+L (Strength)

D+L (Deflection)

L (Deflection)

7' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

7' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

8' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

8' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

9' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

9' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

10' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

10' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

11' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

7683

8683

103

113

112

108

135

148

139

135

171

187

168

163

205

230

197

192

235

276

226

222

265

325

256

252

295

363

287

282

326

400

317

313

357

400

348

344

6673

7774

9110

010

197

119

131

125

121

151

166

151

147

184

204

177

173

211

246

204

199

239

291

231

226

266

328

258

254

294

362

286

282

278

397

314

310

6673

7774

9110

010

197

119

131

125

121

151

166

151

147

184

204

177

173

211

246

204

199

239

291

231

226

266

328

258

254

294

362

286

282

278

397

314

310

6673

7774

9110

010

197

119

131

125

121

151

166

151

147

184

204

177

173

211

246

204

199

239

291

231

226

266

328

258

254

294

362

286

282

278

397

314

310

5764

6966

7988

9087

105

115

113

109

134

147

136

132

166

182

160

156

191

220

184

180

216

261

208

204

206

297

233

229

226

328

259

255

246

360

284

280

5764

6966

7988

9087

105

115

113

109

134

147

136

132

166

182

160

156

191

220

184

180

216

261

208

204

206

297

233

229

226

328

259

255

246

360

284

280

5764

6966

7988

9087

105

115

113

109

134

147

136

132

166

182

160

156

191

220

184

180

216

261

208

204

206

297

233

229

226

328

259

255

246

360

284

280

5' -

11"

6' -

10"

7' -

3"

8' -

6"

5' -

7"

6' -

5"

6' -

10"

8' -

0"

5' -

4"

6' -

1"

6' -

6"

7' -

7"

5' -

1"

5' -

10"

6' -

2"

7' -

2"

4' -

11"

5' -

7"

5' -

11"

6' -

10"

4' -

9"

5' -

4"

5' -

8"

6' -

7"

4' -

7"

5' -

3"

5' -

7"

6' -

5"

4' -

6"

5' -

1"

5' -

5"

6' -

3"

4' -

5"

5' -

0"

5' -

4"

6' -

2"

4' -

4"

4' -

11"

5' -

2"

6' -

0"

7' -

11"

9' -

1"

9' -

6"

10' -

8"

7' -

6"

8' -

7"

9' -

0"

10' -

1"

7' -

2"

8' -

2"

8' -

7"

9' -

8"

6' -

10"

7' -

10"

8' -

3"

9' -

2"

6' -

7"

7' -

6"

7' -

11"

8' -

10"

6' -

4"

7' -

3"

7' -

7"

8' -

6"

6' -

1"

7' -

0"

7' -

4"

8' -

3"

5' -

11"

6' -

9"

7' -

1"

8' -

0"

5' -

9"

6' -

7"

6' -

10"

7' -

9"

5' -

7"

6' -

5"

6' -

8"

7' -

6"

8' -

0"

9' -

3"

9' -

10"

11' -

0"

7' -

7"

8' -

9"

9' -

3"

10' -

6"

7' -

3"

8' -

3"

8' -

9"

9' -

11"

6' -

11"

7' -

11"

8' -

5"

9' -

6"

6' -

8"

7' -

7"

8' -

1"

9' -

2"

6' -

5"

7' -

4"

7' -

9"

8' -

10"

6' -

2"

7' -

1"

7' -

6"

8' -

6"

6' -

0"

6' -

10"

7' -

3"

8' -

3"

5' -

10"

6' -

8"

7' -

1"

8' -

0"

5' -

8"

6' -

6"

6' -

10"

7' -

9"

2' -

4"

2' -

10"

3' -

0"

3' -

8"

2' -

3"

2' -

9"

2' -

11"

3' -

6"

2' -

2"

2' -

8"

2' -

10"

3' -

4"

2' -

2"

2' -

7"

2' -

9"

3' -

3"

2' -

1"

2' -

6"

2' -

8"

3' -

2"

2' -

0"

2' -

5"

2' -

7"

3' -

1"

2' -

0"

2' -

5"

2' -

6"

3' -

0"

1' -

11"

2' -

4"

2' -

6"

2' -

11"

1' -

11"

2' -

3"

2' -

5"

2' -

10"

1' -

11"

2' -

3"

2' -

4"

2' -

10"

349

Max

. sup

erim

pose

d AS

D d

ead

+ liv

e lo

ad (p

sf) (

gove

rned

by

stre

ngth

lim

itatio

n)34

9M

ax. s

uper

impo

sed

ASD

dea

d +

live

load

(psf

) (go

vern

ed b

y in

stan

tane

ous

defle

ctio

n lim

itatio

n of

L/2

40)

349

Max

. sup

erim

pose

d AS

D li

ve lo

ad (p

sf) (

gove

rned

by

inst

anta

neou

s de

flect

ion

limita

tion

of L

/360

)Ve

rtic

al lo

ad s

pan

(cen

ter t

o ce

nter

spa

cing

)

Wd

Wei

ght o

f dec

k (u

ncoa

ted)

, psf

DU

nifo

rm d

ead

load

, psf

hT

otal

hei

ght o

f con

cret

e sl

ab, i

nL

Uni

form

live

load

, psf

Wc

Wei

ght o

f con

cret

e (n

egle

ctin

g de

flect

ion)

, psf

f'c

3000

psi

NOTES:

1) W

elde

d w

ire fa

bric

is r

equi

red

per

AC

I req

uire

men

ts (

0.00

075*

Ac)

.

2) C

onst

ruct

ion

span

s sh

own

base

d on

2"

exte

rior

bear

ing

and

4" in

terio

r be

arin

g w

idth

.

3) T

he li

ve lo

ads

and

unsh

ored

con

stru

ctio

n cl

ear

span

s ar

e ba

sed

on th

e A

NS

I/SD

I C1.

0-20

06 a

nd A

SC

E 3

-91

Sta

ndar

d fo

r th

e S

truc

tura

l Des

ign

of C

ompo

site

Sla

bs.

The

load

s in

thes

e ta

bles

are

bas

ed o

n S

ingl

e S

pan

Sla

b D

esig

n.

145 P

CF C

ON

CR

ET

E

1.70

1.85

2.01

2.16

L (Deflection)

11' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

12' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

MA

XIM

UM

UN

SH

OR

ED

CO

NS

TR

UC

TIO

N C

LE

AR

SP

AN

S

1 Row of Shoring

2 Rows of Shoring

Cantilever

cy/100sf

0.93

1.08

1.24

1.39

1.55

6' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

0.77

Unshored

ESR-1169 | Most Widely Accepted and Trusted Page 30 of 94

Page 31: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

TA

BLE

23

CO

MP

OS

ITE

FL

OO

R-D

EK

2 I

NT

ER

LO

CK

ING

(A

SD

)

4"

(27.5)

4.5"

(32.08)

5"

(36.67)

5.5"

(41.25)

6"

(45.83)

6.5"

(50.42)

7"

(55)

7.5"

(59.58)

8"

(64.17)

8.5"

(68.75)

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

259

306

311

378

297

371

377

400

328

400

400

400

354

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

259

306

311

378

297

371

377

400

328

400

400

400

354

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

259

306

311

378

297

371

377

400

328

400

400

400

354

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

215

268

272

331

241

322

330

400

300

360

392

400

348

393

400

400

398

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

215

268

272

331

241

322

330

400

300

360

392

400

348

393

400

400

398

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

215

268

272

331

241

322

330

400

300

360

392

400

348

393

400

400

398

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

177

236

243

295

223

268

294

359

265

296

330

400

308

319

364

400

352

400

393

400

397

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

177

236

243

295

223

268

294

359

265

296

330

400

308

319

364

400

352

400

393

400

397

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

177

236

243

295

223

268

294

359

265

296

330

400

308

319

364

400

352

400

393

400

397

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

165

199

217

268

200

223

248

325

238

243

276

375

276

333

301

400

316

381

321

400

357

400

336

400

398

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

165

199

217

268

200

223

248

325

238

243

276

375

276

333

301

400

316

381

321

400

357

400

336

400

398

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

165

199

217

268

200

223

248

325

238

243

276

375

276

333

301

400

316

381

321

400

357

400

336

400

398

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

150

167

185

245

183

185

209

283

217

261

231

319

252

304

248

352

288

348

357

382

325

393

400

400

363

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

150

167

185

245

183

185

209

283

217

261

231

319

252

304

248

352

288

348

357

382

325

393

400

400

363

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

150

167

185

245

183

185

209

283

217

261

231

319

252

304

248

352

288

348

357

382

325

393

400

400

363

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

139

141

158

212

169

204

177

243

200

242

192

272

233

282

288

298

267

323

331

319

301

364

375

336

336

400

400

348

371

400

400

400

400

400

400

400

400

400

400

400

139

141

158

212

169

204

177

243

200

242

192

272

233

282

288

298

267

323

331

319

301

364

375

336

336

400

400

348

371

400

400

400

400

400

400

400

400

400

400

400

139

141

158

212

169

204

177

243

200

242

192

272

233

282

288

298

267

323

331

319

301

364

375

336

336

400

400

348

371

400

400

400

400

400

400

400

400

400

400

400

130

156

135

184

158

190

149

209

187

226

231

232

218

263

270

251

249

302

310

266

281

341

351

400

314

381

392

400

347

400

400

400

380

400

400

400

400

400

400

400

130

156

135

184

158

190

149

209

187

226

231

232

218

263

270

251

249

302

310

266

281

341

351

400

314

381

392

400

347

400

400

400

380

400

400

400

400

400

400

400

130

154

135

184

158

190

149

209

187

226

231

232

218

263

270

251

249

302

310

266

281

341

351

400

314

381

392

400

347

400

400

400

380

400

400

400

400

400

400

400

117

142

115

160

143

173

177

180

170

206

211

197

198

240

247

211

226

275

283

354

256

311

321

400

285

347

359

400

315

384

397

400

346

400

400

400

376

400

400

400

117

142

115

160

143

173

177

180

170

206

211

197

198

240

247

211

226

275

283

354

256

311

321

400

285

347

359

400

315

384

397

400

346

400

400

400

376

400

400

400

117

133

115

160

143

173

177

180

170

206

211

197

198

240

247

211

226

275

283

354

256

311

321

400

285

347

359

400

315

384

397

400

346

400

400

400

376

400

400

400

105

128

131

139

128

156

159

155

153

186

190

167

178

216

222

278

204

248

255

320

230

280

289

363

257

313

324

400

284

346

359

400

311

380

394

400

339

400

400

400

105

128

131

139

128

156

159

155

153

186

190

167

178

216

222

278

204

248

255

320

230

280

289

363

257

313

324

400

284

346

359

400

311

380

394

400

339

400

400

400

105

116

130

139

128

156

159

155

153

186

190

167

178

216

222

278

204

248

255

320

230

280

289

363

257

313

324

400

284

346

359

400

311

380

394

400

339

400

400

400

9511

611

812

111

614

114

413

313

816

817

221

516

019

620

125

218

422

423

129

020

825

426

232

923

228

329

336

925

631

432

540

028

134

435

740

030

637

538

940

0

9511

611

812

111

614

114

413

313

816

817

221

516

019

620

125

218

422

423

129

020

825

426

232

923

228

329

336

925

631

432

540

028

134

435

740

030

637

538

940

0

9410

111

412

111

614

114

413

313

816

817

221

516

019

620

125

218

422

423

129

020

825

426

232

923

228

329

336

925

631

432

540

028

134

435

740

030

637

538

940

0

8610

510

710

510

412

813

116

412

415

215

619

614

517

718

222

916

620

421

026

418

823

023

830

021

025

726

633

623

228

529

537

325

531

332

440

027

834

135

440

0

8610

410

710

510

412

813

116

412

415

215

619

614

517

718

222

916

620

421

026

418

823

023

830

021

025

726

633

623

228

529

537

325

531

332

440

027

834

135

440

0

8289

100

105

104

124

131

154

124

152

156

196

145

177

182

229

166

204

210

264

188

230

238

300

210

257

266

336

232

285

295

373

255

313

324

400

278

341

354

400

GAGE

12' - 0"

D+L (Strength)

SIN

GL

E S

PA

N S

LA

B D

ES

IGN

- M

AX

IMU

M S

UP

ER

IMP

OS

ED

LO

AD

S, (p

sf)

, N

O S

TU

DS

ON

BE

AM

S

2" high x 12" pitch x 36" wide

h (Wc)

Span

Load

Combinations

7' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

7' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

8' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

8' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

9' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

9' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

10' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

10' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

11' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

11' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

D+L (Deflection)

L (Deflection)

7895

9712

295

116

119

149

113

138

142

178

132

161

166

209

151

185

191

241

171

210

217

273

191

234

243

307

211

260

269

340

232

285

296

375

252

311

323

400

7889

9711

795

116

119

149

113

138

142

178

132

161

166

209

151

185

191

241

171

210

217

273

191

234

243

307

211

260

269

340

232

285

296

375

252

311

323

400

7379

8998

9511

011

913

611

313

814

217

813

216

116

620

915

118

519

124

117

121

021

727

319

123

424

330

721

126

026

934

023

228

529

637

525

231

132

340

0

7086

8811

186

106

108

136

102

126

129

163

120

147

151

191

137

169

174

220

155

191

198

250

174

214

222

281

192

237

246

312

211

260

270

343

230

284

295

375

6876

8810

086

106

108

136

102

126

129

163

120

147

151

191

137

169

174

220

155

191

198

250

174

214

222

281

192

237

246

312

211

260

270

343

230

284

295

375

6570

7987

8697

108

121

102

126

129

162

120

147

151

191

137

169

174

220

155

191

198

250

174

214

222

281

192

237

246

312

211

260

270

343

230

284

295

375

8' -

1"

9' -

6"

10' -

8"

12' -

2"

7' -

8"

9' -

0"

10' -

1"

11' -

9"

7' -

4"

8' -

7"

9' -

7"

11' -

2"

7' -

0"

8' -

3"

9' -

2"

10' -

8"

6' -

9"

7' -

11"

8' -

10"

10' -

3"

6' -

6"

7' -

7"

8' -

6"

9' -

10"

6' -

3"

7' -

4"

8' -

3"

9' -

6"

6' -

1"

7' -

2"

8' -

0"

9' -

2"

6' -

0"

7' -

0"

7' -

9"

9' -

0"

5' -

10"

6' -

10"

7' -

8"

8' -

10"

10' -

3"

11' -

9"

12' -

10"

14' -

5"

9' -

9"

11' -

2"

12' -

3"

13' -

9"

9' -

5"

10' -

9"

11' -

9"

13' -

3"

9' -

0"

10' -

4"

11' -

4"

12' -

9"

8' -

9"

10' -

0"

11' -

0"

12' -

4"

8' -

5"

9' -

8"

10' -

7"

11' -

11"

8' -

2"

9' -

5"

10' -

3"

11' -

7"

7' -

11"

9' -

1"

10' -

0"

11' -

3"

7' -

8"

8' -

10"

9' -

9"

10' -

11"

7' -

4"

8' -

7"

9' -

6"

10' -

8"

10' -

7"

12' -

1"

13' -

3"

14' -

3"

10' -

1"

11' -

7"

12' -

8"

13' -

9"

9' -

8"

11' -

1"

12' -

2"

13' -

4"

9' -

4"

10' -

8"

11' -

9"

12' -

11"

9' -

0"

10' -

4"

11' -

4"

12' -

8"

8' -

9"

10' -

0"

11' -

0"

12' -

3"

8' -

6"

9' -

8"

10' -

8"

11' -

11"

8' -

2"

9' -

5"

10' -

4"

11' -

7"

8' -

0"

9' -

2"

10' -

1"

11' -

3"

7' -

8"

8' -

11"

9' -

10"

11' -

0"

3' -

4"

4' -

1"

4' -

9"

5' -

7"

3' -

3"

3' -

11"

4' -

7"

5' -

5"

3' -

1"

3' -

10"

4' -

5"

5' -

3"

3' -

0"

3' -

9"

4' -

3"

5' -

1"

3' -

0"

3' -

7"

4' -

2"

4' -

11"

2' -

11"

3' -

6"

4' -

1"

4' -

9"

2' -

10"

3' -

5"

4' -

0"

4' -

8"

2' -

9"

3' -

4"

3' -

10"

4' -

6"

2' -

9"

3' -

4"

3' -

9"

4' -

5"

2' -

8"

3' -

3"

3' -

8"

4' -

4"

259

Max

. sup

erim

pose

d AS

D d

ead

+ liv

e lo

ad (p

sf) (

gove

rned

by

stre

ngth

lim

itatio

n)25

9M

ax. s

uper

impo

sed

ASD

dea

d +

live

load

(psf

) (go

vern

ed b

y in

stan

tane

ous

defle

ctio

n lim

itatio

n of

L/2

40)

259

Max

. sup

erim

pose

d AS

D li

ve lo

ad (p

sf) (

gove

rned

by

inst

anta

neou

s de

flect

ion

limita

tion

of L

/360

)Ve

rtic

al lo

ad s

pan

(cen

ter t

o ce

nter

spa

cing

)

Wd

Wei

ght o

f dec

k (u

ncoa

ted)

, psf

DU

nifo

rm d

ead

load

, psf

hT

otal

hei

ght o

f con

cret

e sl

ab, i

nL

Uni

form

live

load

, psf

Wc

Wei

ght o

f con

cret

e (n

egle

ctin

g de

flect

ion)

, psf

f'c

3000

psi

NOTES:

1) W

elde

d w

ire fa

bric

is r

equi

red

per

AC

I req

uire

men

ts (

0.00

075*

Ac)

2) C

onst

ruct

ion

span

s sh

own

base

d on

2"

exte

rior

bear

ing

and

4" in

terio

r be

arin

g w

idth

.

3) T

he li

ve lo

ads

and

unsh

ored

con

stru

ctio

n cl

ear

span

s ar

e ba

sed

on th

e A

NS

I/SD

I C1.

0-20

06 a

nd A

SC

E 3

-91

Sta

ndar

d fo

r th

e S

truc

tura

l Des

ign

of C

ompo

site

Sla

bs.

The

load

s in

thes

e ta

bles

are

bas

ed o

n S

ingl

e S

pan

Sla

b D

esig

n.

7' - 0"

110 P

CF C

ON

CR

ET

E

1.70

1.85

2.01

D+L (Strength)

D+L (Deflection)

L (Deflection)

2.16

1.23

1.39

1.54

0.93

2.31

MA

XIM

UM

UN

SH

OR

ED

CO

NS

TR

UC

TIO

N C

LE

AR

SP

AN

S

L (Deflection)

12' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

1 Row of Shoring

2 Rows of Shoring

Cantilever

CY/100sf

1.08

13' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

Unshored

ESR-1169 | Most Widely Accepted and Trusted Page 31 of 94

Page 32: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

TA

BLE

24

CO

MP

OS

ITE

FL

OO

R-D

EK

2 I

NT

ER

LO

CK

ING

(A

SD

)

4"

(36.25)

4.5"

(42.29)

5"

(48.33)

5.5"

(54.38)

6"

(60.42)

6.5"

(66.46)

7"

(72.5)

7.5"

(78.54)

8"

(84.58)

8.5"

(90.63)

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

243

322

329

400

300

367

398

400

354

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

243

322

329

400

300

367

398

400

354

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

243

322

329

400

300

367

398

400

354

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

214

267

288

352

259

298

334

400

306

323

371

400

355

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

214

267

288

352

259

298

334

400

306

323

371

400

355

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

214

267

288

352

259

298

334

400

306

323

371

400

355

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

188

220

245

314

228

241

276

377

270

327

302

400

313

379

322

400

357

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

188

220

245

314

228

241

276

377

270

327

302

400

313

379

322

400

357

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

188

220

245

314

228

241

276

377

270

327

302

400

313

379

322

400

357

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

168

180

205

279

204

248

228

318

242

293

245

353

280

341

351

383

320

389

400

400

360

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

168

180

205

279

204

248

228

318

242

293

245

353

280

341

351

383

320

389

400

400

360

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

168

180

205

279

204

248

228

318

242

293

245

353

280

341

351

383

320

389

400

400

360

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

153

186

172

238

186

226

187

268

220

267

275

294

255

310

320

315

291

355

366

329

328

400

400

400

365

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

153

186

172

238

186

226

187

268

220

267

275

294

255

310

320

315

291

355

366

329

328

400

400

400

365

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

153

186

172

238

186

226

187

268

220

267

275

294

255

310

320

315

291

355

366

329

328

400

400

400

365

400

400

400

400

400

400

400

400

400

400

400

400

400

400

400

141

172

143

203

171

208

214

226

203

247

254

244

235

287

296

257

269

328

339

400

303

369

382

400

337

400

400

400

372

400

400

400

400

400

400

400

400

400

400

400

141

172

143

203

171

208

214

226

203

247

254

244

235

287

296

257

269

328

339

400

303

369

382

400

337

400

400

400

372

400

400

400

400

400

400

400

400

400

400

400

141

172

143

203

171

208

214

226

203

247

254

244

235

287

296

257

269

328

339

400

303

369

382

400

337

400

400

400

372

400

400

400

400

400

400

400

400

400

400

400

131

155

164

173

159

194

200

190

189

231

237

202

219

268

276

347

251

306

316

398

282

345

357

400

315

385

399

400

347

400

400

400

380

400

400

400

400

400

400

400

131

155

164

173

159

194

200

190

189

231

237

202

219

268

276

347

251

306

316

398

282

345

357

400

315

385

399

400

347

400

400

400

380

400

400

400

400

400

400

400

131

155

164

173

159

194

200

190

189

231

237

202

219

268

276

347

251

306

316

398

282

345

357

400

315

385

399

400

347

400

400

400

380

400

400

400

400

400

400

400

118

136

149

147

144

174

182

159

171

209

216

267

198

243

252

318

227

278

289

365

256

314

326

400

285

350

364

400

314

386

400

400

344

400

400

400

374

400

400

400

118

136

149

147

144

174

182

159

171

209

216

267

198

243

252

318

227

278

289

365

256

314

326

400

285

350

364

400

314

386

400

400

344

400

400

400

374

400

400

400

118

136

149

147

144

174

182

159

171

209

216

267

198

243

252

318

227

278

289

365

256

314

326

400

285

350

364

400

314

386

400

400

344

400

400

400

374

400

400

400

106

120

134

125

129

153

163

191

153

188

194

237

178

219

226

287

203

250

259

329

229

282

293

372

255

315

328

400

282

348

362

400

309

381

397

400

336

400

400

400

106

120

134

125

129

153

163

191

153

188

194

237

178

219

226

287

203

250

259

329

229

282

293

372

255

315

328

400

282

348

362

400

309

381

397

400

336

400

400

400

106

120

134

125

129

153

163

191

153

188

194

237

178

219

226

287

203

250

259

329

229

282

293

372

255

315

328

400

282

348

362

400

309

381

397

400

336

400

400

400

9510

612

013

411

513

614

717

013

716

917

521

216

019

720

425

818

322

623

429

720

625

526

533

723

028

429

637

625

431

432

740

027

834

435

940

030

337

439

140

0

9510

612

013

411

513

614

717

013

716

917

521

216

019

720

425

818

322

623

429

720

625

526

533

723

028

429

637

625

431

432

740

027

834

435

940

030

337

439

140

0

9510

612

013

411

513

614

717

013

716

917

521

216

019

720

425

818

322

623

429

720

625

526

533

723

028

429

637

625

431

432

740

027

834

435

940

030

337

439

140

0

8493

107

119

104

120

133

151

123

150

158

189

144

178

185

231

165

204

212

270

186

230

239

306

207

257

268

342

229

284

296

379

251

311

325

400

263

339

354

400

8493

107

119

104

120

133

151

123

150

158

189

144

178

185

231

165

204

212

270

186

230

239

306

207

257

268

342

229

284

296

379

251

311

325

400

263

339

354

400

8493

107

119

104

120

133

151

123

150

158

189

144

178

185

231

165

204

212

270

186

230

239

306

207

257

268

342

229

284

296

379

251

311

325

400

263

339

354

400

GAGE

12' - 0"

D+L (Strength)

SIN

GL

E S

PA

N S

LA

B D

ES

IGN

- M

AX

IMU

M S

UP

ER

IMP

OS

ED

LO

AD

S, (p

sf)

, N

O S

TU

DS

ON

BE

AM

S

2" high x 12" pitch x 36" wide

h (Wc)

Span

Load

Combinations

7' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

7' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

8' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

8' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

9' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

9' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

10' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

10' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

11' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

11' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

D+L (Deflection)

L (Deflection)

7482

9510

594

106

120

135

111

134

143

169

130

161

167

207

149

185

192

246

168

209

217

278

187

233

243

311

207

258

269

345

218

283

295

379

237

308

322

400

7482

9510

594

106

120

135

111

134

143

169

130

161

167

207

149

185

192

246

168

209

217

278

187

233

243

311

207

258

269

345

218

283

295

379

237

308

322

400

7482

9510

594

106

120

135

111

134

143

169

130

161

167

207

149

185

192

246

168

209

217

278

187

233

243

311

207

258

269

345

218

283

295

379

237

308

322

400

6572

8494

8494

108

121

101

119

130

152

117

147

152

186

134

168

175

224

152

190

198

254

170

212

221

284

188

235

245

315

197

257

269

346

214

280

293

378

6572

8494

8494

108

121

101

119

130

152

117

147

152

186

134

168

175

224

152

190

198

254

170

212

221

284

188

235

245

315

197

257

269

346

214

280

293

378

6572

8494

8494

108

121

101

119

130

152

117

147

152

186

134

168

175

224

152

190

198

254

170

212

221

284

188

235

245

315

197

257

269

346

214

280

293

378

7' -

4"

8' -

8"

9' -

8"

11' -

2"

6' -

11"

8' -

2"

9' -

1"

10' -

7"

6' -

7"

7' -

9"

8' -

8"

10' -

0"

6' -

4"

7' -

5"

8' -

3"

9' -

7"

6' -

1"

7' -

1"

7' -

11"

9' -

2"

5' -

11"

6' -

11"

7' -

9"

8' -

11"

5' -

9"

6' -

9"

7' -

6"

8' -

8"

5' -

8"

6' -

7"

7' -

4"

8' -

6"

5' -

6"

6' -

5"

7' -

2"

8' -

3"

5' -

5"

6' -

4"

7' -

0"

8' -

1"

9' -

5"

10' -

9"

11' -

10"

13' -

3"

9' -

0"

10' -

3"

11' -

3"

12' -

8"

8' -

7"

9' -

9"

10' -

9"

12' -

1"

8' -

3"

9' -

5"

10' -

4"

11' -

7"

7' -

11"

9' -

1"

9' -

11"

11' -

2"

7' -

6"

8' -

9"

9' -

7"

10' -

9"

7' -

0"

8' -

5"

9' -

3"

10' -

5"

6' -

7"

8' -

2"

9' -

0"

10' -

2"

6' -

3"

7' -

11"

8' -

9"

9' -

10"

5' -

11"

7' -

8"

8' -

6"

9' -

6"

9' -

9"

11' -

2"

12' -

3"

13' -

4"

9' -

3"

10' -

7"

11' -

8"

12' -

11"

8' -

10"

10' -

1"

11' -

1"

12' -

6"

8' -

6"

9' -

9"

10' -

8"

12' -

0"

8' -

2"

9' -

4"

10' -

3"

11' -

7"

7' -

10"

9' -

0"

9' -

11"

11' -

2"

7' -

4"

8' -

9"

9' -

7"

10' -

9"

6' -

11"

8' -

6"

9' -

3"

10' -

5"

6' -

6"

8' -

3"

9' -

0"

10' -

2"

6' -

2"

8' -

0"

8' -

9"

9' -

10"

3' -

2"

3' -

10"

4' -

5"

5' -

3"

3' -

0"

3' -

8"

4' -

3"

5' -

0"

2' -

11"

3' -

7"

4' -

1"

4' -

10"

2' -

10"

3' -

6"

4' -

0"

4' -

8"

2' -

9"

3' -

4"

3' -

10"

4' -

6"

2' -

9"

3' -

3"

3' -

9"

4' -

5"

2' -

8"

3' -

2"

3' -

8"

4' -

3"

2' -

7"

3' -

1"

3' -

7"

4' -

2"

2' -

6"

3' -

0"

3' -

6"

4' -

0"

2' -

6"

3' -

0"

3' -

5"

3' -

11"

243

Max

. sup

erim

pose

d AS

D d

ead

+ liv

e lo

ad (p

sf) (

gove

rned

by

stre

ngth

lim

itatio

n)24

3M

ax. s

uper

impo

sed

ASD

dea

d +

live

load

(psf

) (go

vern

ed b

y in

stan

tane

ous

defle

ctio

n lim

itatio

n of

L/2

40)

243

Max

. sup

erim

pose

d AS

D li

ve lo

ad (p

sf) (

gove

rned

by

inst

anta

neou

s de

flect

ion

limita

tion

of L

/360

)Ve

rtic

al lo

ad s

pan

(cen

ter t

o ce

nter

spa

cing

)

Wd

Wei

ght o

f dec

k (u

ncoa

ted)

, psf

DU

nifo

rm d

ead

load

, psf

hT

otal

hei

ght o

f con

cret

e sl

ab, i

nL

Uni

form

live

load

, psf

Wc

Wei

ght o

f con

cret

e (n

egle

ctin

g de

flect

ion)

, psf

f'c

3000

psi

NOTES:

1) W

elde

d w

ire fa

bric

is r

equi

red

per

AC

I req

uire

men

ts (

0.00

075*

Ac)

2) C

onst

ruct

ion

span

s sh

own

base

d on

2"

exte

rior

bear

ing

and

4" in

terio

r be

arin

g w

idth

.

3) T

he li

ve lo

ads

and

unsh

ored

con

stru

ctio

n cl

ear

span

s ar

e ba

sed

on th

e A

NS

I/SD

I C1.

0-20

06 a

nd A

SC

E 3

-91

Sta

ndar

d fo

r th

e S

truc

tura

l Des

ign

of C

ompo

site

Sla

bs.

The

load

s in

thes

e ta

bles

are

bas

ed o

n S

ingl

e S

pan

Sla

b D

esig

n.

7' - 0"

145 P

CF C

ON

CR

ET

E

1.70

1.85

2.01

D+L (Strength)

D+L (Deflection)

L (Deflection)

2.16

1.23

1.39

1.54

0.93

2.31

MA

XIM

UM

UN

SH

OR

ED

CO

NS

TR

UC

TIO

N C

LE

AR

SP

AN

S

L (Deflection)

12' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

1 Row of Shoring

2 Rows of Shoring

Cantilever

CY/100sf

1.08

13' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

Unshored

ESR-1169 | Most Widely Accepted and Trusted Page 32 of 94

Page 33: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

TA

BLE

25

CO

MP

OS

ITE

FL

OO

R-D

EK

3 I

NT

ER

LO

CK

ING

(A

SD

)

5"

(32.08)

5.5"

(36.67)

6"

(41.25)

6.5"

(45.83)

7"

(50.42)

7.5"

(55)

8"

(59.58)

8.5"

(64.17)

9"

(68.75)

9.5"

(73.33)

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

197

258

276

343

215

286

310

400

230

314

343

400

242

338

375

400

373

361

400

400

400

379

400

400

400

394

400

400

400

400

400

400

400

400

400

400

400

400

400

400

197

258

276

343

215

286

310

400

230

314

343

400

242

338

375

400

373

361

400

400

400

379

400

400

400

394

400

400

400

400

400

400

400

400

400

400

400

400

400

400

197

258

276

343

215

286

310

400

230

314

343

400

242

338

375

400

373

361

400

400

400

379

400

400

400

394

400

400

400

400

400

400

400

400

400

400

400

400

400

400

168

223

240

307

180

246

268

352

191

267

295

392

293

285

320

400

331

301

343

400

370

313

363

400

400

321

380

400

400

400

395

400

400

400

400

400

400

400

400

400

168

223

240

307

180

246

268

352

191

267

295

392

293

285

320

400

331

301

343

400

370

313

363

400

400

321

380

400

400

400

395

400

400

400

400

400

400

400

400

400

168

223

240

307

180

246

268

352

191

267

295

392

293

285

320

400

331

301

343

400

370

313

363

400

400

321

380

400

400

400

395

400

400

400

400

400

400

400

400

400

142

193

210

275

197

211

232

308

229

227

254

342

262

240

273

374

296

250

291

400

331

400

305

400

367

400

316

400

400

400

324

400

400

400

328

400

400

400

400

400

142

193

210

275

197

211

232

308

229

227

254

342

262

240

273

374

296

250

291

400

331

400

305

400

367

400

316

400

400

400

324

400

400

400

328

400

400

400

400

400

142

193

210

275

197

211

232

308

229

227

254

342

262

240

273

374

296

250

291

400

331

400

305

400

367

400

316

400

400

400

324

400

400

400

328

400

400

400

400

400

150

167

183

242

176

181

202

271

205

192

218

299

235

201

233

325

265

321

246

350

297

360

255

372

329

399

400

392

362

400

400

400

395

400

400

400

400

400

400

400

150

167

183

242

176

181

202

271

205

192

218

299

235

201

233

325

265

321

246

350

297

360

255

372

329

399

400

392

362

400

400

400

395

400

400

400

400

400

400

400

150

167

183

242

176

181

202

271

205

192

218

299

235

201

233

325

265

321

246

350

297

360

255

372

329

399

400

392

362

400

400

400

395

400

400

400

400

400

400

400

134

144

160

214

159

155

175

238

184

162

188

261

211

256

199

283

239

290

206

302

267

325

334

319

296

360

371

333

326

396

400

343

356

400

400

351

386

400

400

355

134

144

160

214

159

155

175

238

184

162

188

261

211

256

199

283

239

290

206

302

267

325

334

319

296

360

371

333

326

396

400

343

356

400

400

351

386

400

400

355

134

144

160

214

159

155

175

238

184

162

188

261

211

256

199

283

239

290

206

302

267

325

334

319

296

360

371

333

326

396

400

343

356

400

400

351

386

400

400

355

121

125

140

190

143

132

152

210

166

202

161

229

191

232

168

246

216

262

269

260

242

294

302

272

268

326

336

281

295

359

371

287

322

393

400

289

349

400

400

400

121

125

140

190

143

132

152

210

166

202

161

229

191

232

168

246

216

262

269

260

242

294

302

272

268

326

336

281

295

359

371

287

322

393

400

289

349

400

400

400

121

125

140

190

143

132

152

210

166

202

161

229

191

232

168

246

216

262

269

260

242

294

302

272

268

326

336

281

295

359

371

287

322

393

400

289

349

400

400

400

110

108

123

168

129

158

131

185

151

183

138

200

173

210

216

213

195

238

245

224

219

267

275

231

243

297

306

236

267

326

337

400

292

357

369

400

317

388

400

400

110

108

123

168

129

158

131

185

151

183

138

200

173

210

216

213

195

238

245

224

219

267

275

231

243

297

306

236

267

326

337

400

292

357

369

400

317

388

400

400

110

108

123

168

129

158

131

185

151

183

138

200

173

210

216

213

195

238

245

224

219

267

275

231

243

297

306

236

267

326

337

400

292

357

369

400

317

388

400

400

9912

110

714

911

714

311

316

313

716

717

117

515

719

219

618

417

821

722

319

119

924

325

031

522

127

027

935

024

329

830

738

726

632

533

640

028

935

436

640

0

9912

110

714

911

714

311

316

313

716

717

117

515

719

219

618

417

821

722

319

119

924

325

031

522

127

027

935

024

329

830

738

726

632

533

640

028

935

436

640

0

9912

110

714

911

714

311

316

313

716

717

117

515

719

219

618

417

821

722

319

119

924

325

031

522

127

027

935

024

329

830

738

726

632

533

640

028

935

436

640

0

9011

194

133

107

131

133

143

124

152

156

152

143

175

179

159

162

198

204

256

181

222

229

288

201

247

255

321

222

272

281

355

242

298

308

389

263

323

335

400

9011

194

133

107

131

133

143

124

152

156

152

143

175

179

159

162

198

204

256

181

222

229

288

201

247

255

321

222

272

281

355

242

298

308

389

263

323

335

400

9011

194

133

107

131

133

143

124

152

156

152

143

175

179

159

162

198

204

256

181

222

229

288

201

247

255

321

222

272

281

355

242

298

308

389

263

323

335

400

8210

110

311

897

119

122

126

113

139

142

132

130

160

164

207

148

181

186

235

166

204

210

265

184

226

233

295

203

249

257

326

222

273

282

357

241

296

307

389

8210

110

311

897

119

122

126

113

139

142

132

130

160

164

207

148

181

186

235

166

204

210

265

184

226

233

295

203

249

257

326

222

273

282

357

241

296

307

389

8210

110

311

897

119

122

126

113

139

142

132

130

160

164

207

148

181

186

235

166

204

210

265

184

226

233

295

203

249

257

326

222

273

282

357

241

296

307

389

7592

9410

489

109

112

110

103

128

130

165

119

147

150

190

135

166

171

216

151

187

192

243

168

208

214

271

185

229

236

300

203

250

259

329

221

272

282

358

7592

9410

489

109

112

110

103

128

130

165

119

147

150

190

135

166

171

216

151

187

192

243

168

208

214

271

185

229

236

300

203

250

259

329

221

272

282

358

7592

9410

489

109

112

110

103

128

130

165

119

147

150

190

135

166

171

216

151

187

192

243

168

208

214

271

185

229

236

300

203

250

259

329

221

272

282

358

D+L (Deflection)

L (Deflection)

9' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

3" high x 12" pitch x 24" wide

h (Wc)

Span

Load

Combinations

GAGE

SIN

GL

E S

PA

N S

LA

B D

ES

IGN

- M

AX

IMU

M S

UP

ER

IMP

OS

ED

LO

AD

S, (p

sf)

, N

O S

TU

DS

ON

BE

AM

S

10' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

9' - 0"

D+L (Strength)

10' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

11' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

11' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

12' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

L (Deflection)

12' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

13' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

13' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

14' - 0"

D+L (Strength)

D+L (Deflection)

7592

9410

489

109

112

110

103

128

130

165

119

147

150

190

135

166

171

216

151

187

192

243

168

208

214

271

185

229

236

300

203

250

259

329

221

272

282

358

6885

8692

8110

010

213

095

117

120

152

109

135

138

175

124

153

157

199

139

172

177

224

154

191

197

250

170

211

218

277

186

230

239

303

194

251

260

331

6885

8692

8110

010

213

095

117

120

152

109

135

138

175

124

153

157

199

139

172

177

224

154

191

197

250

170

211

218

277

186

230

239

303

194

251

260

331

6885

8692

8110

010

213

095

117

120

152

109

135

138

175

124

153

157

199

139

172

177

224

154

191

197

250

170

211

218

277

186

230

239

303

194

251

260

331

6278

7910

174

9294

120

8710

811

014

010

012

412

716

211

314

114

518

412

715

816

320

714

217

618

223

115

619

420

125

617

121

222

028

117

823

124

030

6

6278

7910

174

9294

120

8710

811

014

010

012

412

716

211

314

114

518

412

715

816

320

714

217

618

223

115

619

420

125

617

121

222

028

117

823

124

030

6

6278

7910

174

9294

120

8710

811

014

010

012

412

716

211

314

114

518

412

715

816

320

714

217

618

223

115

619

420

125

617

121

222

028

117

823

124

030

6

10' -

6"

12' -

3"

13' -

6"

14' -

8"

10' -

0"

11' -

7"

12' -

9"

14' -

2"

9' -

6"

11' -

1"

12' -

3"

13' -

10"

9' -

1"

10' -

7"

11' -

8"

13' -

5"

8' -

5"

10' -

2"

11' -

3"

12' -

11"

7' -

11"

9' -

10"

10' -

10"

12' -

5"

7' -

5"

9' -

6"

10' -

6"

12' -

0"

7' -

1"

9' -

4"

10' -

3"

11' -

9"

6' -

10"

9' -

2"

10' -

1"

11' -

6"

6' -

7"

9' -

0"

9' -

10"

11' -

3"

12' -

7"

14' -

4"

15' -

7"

17' -

5"

11' -

9"

13' -

9"

14' -

11"

16' -

8"

10' -

11"

13' -

3"

14' -

5"

16' -

1"

10' -

2"

12' -

9"

13' -

11"

15' -

7"

9' -

6"

12' -

4"

13' -

5"

15' -

1"

8' -

11"

12' -

0"

13' -

0"

14' -

8"

8' -

5"

11' -

7"

12' -

8"

14' -

2"

8' -

0"

11' -

3"

12' -

4"

13' -

10"

7' -

7"

10' -

9"

12' -

0"

13' -

6"

7' -

3"

10' -

3"

11' -

8"

13' -

2"

13' -

0"

14' -

10"

16' -

1"

17' -

2"

12' -

3"

14' -

3"

15' -

5"

16' -

8"

11' -

4"

13' -

8"

14' -

11"

16' -

2"

10' -

7"

13' -

2"

14' -

4"

15' -

10"

9' -

11"

12' -

9"

13' -

11"

15' -

6"

9' -

4"

12' -

4"

13' -

6"

15' -

1"

8' -

9"

12' -

0"

13' -

1"

14' -

8"

8' -

4"

11' -

8"

12' -

9"

14' -

3"

7' -

11"

11' -

2"

12' -

5"

13' -

11"

7' -

6"

10' -

8"

12' -

1"

13' -

7"

4' -

10"

5' -

9"

6' -

5"

7' -

6"

4' -

8"

5' -

6"

6' -

2"

7' -

2"

4' -

6"

5' -

4"

6' -

0"

6' -

11"

4' -

4"

5' -

2"

5' -

9"

6' -

9"

4' -

3"

5' -

0"

5' -

7"

6' -

6"

4' -

2"

4' -

11"

5' -

5"

6' -

4"

4' -

1"

4' -

9"

5' -

4"

6' -

2"

4' -

0"

4' -

8"

5' -

2"

6' -

0"

3' -

11"

4' -

6"

5' -

1"

5' -

10"

3' -

10"

4' -

5"

4' -

11"

5' -

9"

197

Max

. sup

erim

pose

d AS

D d

ead

+ liv

e lo

ad (p

sf) (

gove

rned

by

stre

ngth

lim

itatio

n)19

7M

ax. s

uper

impo

sed

ASD

dea

d +

live

load

(psf

) (go

vern

ed b

y in

stan

tane

ous

defle

ctio

n lim

itatio

n of

L/2

40)

197

Max

. sup

erim

pose

d AS

D li

ve lo

ad (p

sf) (

gove

rned

by

inst

anta

neou

s de

flect

ion

limita

tion

of L

/360

)Ve

rtic

al lo

ad s

pan

(cen

ter t

o ce

nter

spa

cing

)

Wd

Wei

ght o

f dec

k (u

ncoa

ted)

, psf

DU

nifo

rm d

ead

load

, psf

hT

otal

hei

ght o

f con

cret

e sl

ab, i

nL

Uni

form

live

load

, psf

Wc

Wei

ght o

f con

cret

e (n

egle

ctin

g de

flect

ion)

, psf

f'c

3000

psi

NOTES:

1) W

elde

d w

ire fa

bric

is r

equi

red

per

AC

I req

uire

men

ts (

0.00

075*

Ac)

2) C

onst

ruct

ion

span

s sh

own

base

d on

2"

exte

rior

bear

ing

and

4" in

terio

r be

arin

g w

idth

.

3) T

he li

ve lo

ads

and

unsh

ored

con

stru

ctio

n cl

ear

span

s ar

e ba

sed

on th

e A

NS

I/SD

I C1.

0-20

06 a

nd A

SC

E 3

-91

Sta

ndar

d fo

r th

e S

truc

tura

l Des

ign

of C

ompo

site

Sla

bs.

The

load

s in

thes

e ta

bles

are

bas

ed o

n S

ingl

e S

pan

Sla

b D

esig

n.

110 P

CF C

ON

CR

ET

E

2.01

2.16

2.31

2.47

MA

XIM

UM

UN

SH

OR

ED

CO

NS

TR

UC

TIO

N C

LE

AR

SP

AN

S

1 Row of Shoring

2 Rows of Shoring

Cantilever

L (Deflection)

D+L (Strength)

D+L (Deflection)

L (Deflection)

1.23

1.39

1.54

1.70

1.85

14' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

15' - 0"

9' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

1.08

Unshored

cy/100sf

ESR-1169 | Most Widely Accepted and Trusted Page 33 of 94

Page 34: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

TA

BLE

26

CO

MP

OS

ITE

FL

OO

R-D

EK

3 I

NT

ER

LO

CK

ING

(A

SD

)

5"

(42.29)

5.5"

(48.33)

6"

(54.38)

6.5"

(60.42)

7"

(66.46)

7.5"

(72.5)

8"

(78.54)

8.5"

(84.58)

9"

(90.63)

9.5"

(96.67)

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

177

243

268

354

254

264

295

396

294

282

321

400

336

296

343

400

379

305

362

400

400

400

377

400

400

400

387

400

400

400

392

400

400

400

393

400

400

400

389

400

177

243

268

354

254

264

295

396

294

282

321

400

336

296

343

400

379

305

362

400

400

400

377

400

400

400

387

400

400

400

392

400

400

400

393

400

400

400

389

400

177

243

268

354

254

264

295

396

294

282

321

400

336

296

343

400

379

305

362

400

400

400

377

400

400

400

387

400

400

400

392

400

400

400

393

400

400

400

389

400

191

206

230

307

225

221

251

342

261

233

270

376

298

362

286

400

336

400

298

400

375

400

305

400

400

400

308

400

400

400

400

400

400

400

400

400

400

400

400

400

191

206

230

307

225

221

251

342

261

233

270

376

298

362

286

400

336

400

298

400

375

400

305

400

400

400

308

400

400

400

400

400

400

400

400

400

400

400

400

400

191

206

230

307

225

221

251

342

261

233

270

376

298

362

286

400

336

400

298

400

375

400

305

400

400

400

308

400

400

400

400

400

400

400

400

400

400

400

400

400

170

175

197

268

200

185

214

296

232

283

227

323

265

323

237

347

299

365

243

367

334

400

400

384

370

400

400

396

400

400

400

400

400

400

400

400

400

400

400

400

170

175

197

268

200

185

214

296

232

283

227

323

265

323

237

347

299

365

243

367

334

400

400

384

370

400

400

396

400

400

400

400

400

400

400

400

400

400

400

400

170

175

197

268

200

185

214

296

232

283

227

323

265

323

237

347

299

365

243

367

334

400

400

384

370

400

400

396

400

400

400

400

400

400

400

400

400

400

400

400

151

148

170

234

178

218

181

257

207

253

190

277

237

289

299

295

267

327

338

309

299

365

378

319

331

400

400

325

363

400

400

326

396

400

400

322

400

400

400

400

151

148

170

234

178

218

181

257

207

253

190

277

237

289

299

295

267

327

338

309

299

365

378

319

331

400

400

325

363

400

400

326

396

400

400

322

400

400

400

400

151

148

170

234

178

218

181

257

207

253

190

277

237

289

299

295

267

327

338

309

299

365

378

319

331

400

400

325

363

400

400

326

396

400

400

322

400

400

400

400

135

166

146

204

160

196

153

222

185

227

234

238

212

260

269

250

240

294

304

259

268

329

341

263

297

364

378

263

326

400

400

400

356

400

400

400

386

400

400

400

135

166

146

204

160

196

153

222

185

227

234

238

212

260

269

250

240

294

304

259

268

329

341

263

297

364

378

263

326

400

400

400

356

400

400

400

386

400

400

400

135

166

146

204

160

196

153

222

185

227

234

238

212

260

269

250

240

294

304

259

268

329

341

263

297

364

378

263

326

400

400

400

356

400

400

400

386

400

400

400

122

150

125

178

144

177

182

192

167

205

211

203

191

235

242

211

216

265

275

215

241

297

308

390

267

329

341

400

294

362

376

400

320

395

400

400

348

400

400

400

122

150

125

178

144

177

182

192

167

205

211

203

191

235

242

211

216

265

275

215

241

297

308

390

267

329

341

400

294

362

376

400

320

395

400

400

348

400

400

400

122

150

125

178

144

177

182

192

167

205

211

203

191

235

242

211

216

265

275

215

241

297

308

390

267

329

341

400

294

362

376

400

320

395

400

400

348

400

400

400

109

135

106

156

129

160

164

166

150

185

191

173

172

212

219

278

195

240

249

316

218

269

279

354

241

298

309

393

265

328

341

400

290

358

372

400

304

388

400

400

109

135

106

156

129

160

164

166

150

185

191

173

172

212

219

278

195

240

249

316

218

269

279

354

241

298

309

393

265

328

341

400

290

358

372

400

304

388

400

400

109

135

106

156

129

160

164

166

150

185

191

173

172

212

219

278

195

240

249

316

218

269

279

354

241

298

309

393

265

328

341

400

290

358

372

400

304

388

400

400

9912

212

613

611

714

514

914

313

616

817

322

015

619

319

925

317

621

822

628

719

724

425

332

221

927

128

135

824

029

831

039

525

232

533

940

027

435

336

840

0

9912

212

613

611

714

514

914

313

616

817

322

015

619

319

925

317

621

822

628

719

724

425

332

221

927

128

135

824

029

831

039

525

232

533

940

027

435

336

840

0

9912

212

613

611

714

514

914

313

616

817

322

015

619

319

925

317

621

822

628

719

724

425

332

221

927

128

135

824

029

831

039

525

232

533

940

027

435

336

840

0

8911

111

411

810

513

113

512

212

315

315

820

114

117

518

123

116

019

820

526

217

922

223

029

419

824

725

632

720

927

128

236

122

829

630

939

524

832

233

540

0

8911

111

411

810

513

113

512

212

315

315

820

114

117

518

123

116

019

820

526

217

922

223

029

419

824

725

632

720

927

128

236

122

829

630

939

524

832

233

540

0

8911

111

411

810

513

113

512

212

315

315

820

114

117

518

123

116

019

820

526

217

922

223

029

419

824

725

632

720

927

128

236

122

829

630

939

524

832

233

540

0

8110

110

410

296

119

123

158

111

139

144

184

128

160

165

211

145

181

187

240

162

203

210

270

180

225

234

300

189

248

258

331

207

271

282

362

225

294

307

394

8110

110

410

296

119

123

158

111

139

144

184

128

160

165

211

145

181

187

240

162

203

210

270

180

225

234

300

189

248

258

331

207

271

282

362

225

294

307

394

8110

110

410

296

119

123

158

111

139

144

184

128

160

165

211

145

181

187

240

162

203

210

270

180

225

234

300

189

248

258

331

207

271

282

362

225

294

307

394

7392

9512

287

109

112

144

101

127

131

168

116

146

151

194

132

165

171

220

148

185

192

247

155

206

214

275

171

226

236

304

187

247

258

332

204

269

281

362

7392

9512

287

109

112

144

101

127

131

168

116

146

151

194

132

165

171

220

148

185

192

247

155

206

214

275

171

226

236

304

187

247

258

332

204

269

281

362

7392

9512

287

109

112

144

101

127

131

168

116

146

151

194

132

165

171

220

148

185

192

247

155

206

214

275

171

226

236

304

187

247

258

332

204

269

281

362

D+L (Strength)

D+L (Deflection)

L (Deflection)

SIN

GL

E S

PA

N S

LA

B D

ES

IGN

- M

AX

IMU

M S

UP

ER

IMP

OS

ED

LO

AD

S, (p

sf)

, N

O S

TU

DS

ON

BE

AM

S

D+L (Strength)

D+L (Deflection)

L (Deflection)

10' - 6"

9' - 0"

3" high x 12" pitch x 24" wide

h (Wc)

Span

Load

Combinations

GAGE

D+L (Strength)

D+L (Strength)

D+L (Deflection)

L (Deflection)

9' - 6"

D+L (Deflection)

L (Deflection)

10' - 0"

11' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

11' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

12' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

12' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

13' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

13' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

14' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

7392

9512

287

109

112

144

101

127

131

168

116

146

151

194

132

165

171

220

148

185

192

247

155

206

214

275

171

226

236

304

187

247

258

332

204

269

281

362

6684

8611

279

9910

213

292

116

120

155

106

133

138

178

120

151

157

202

135

169

176

227

141

188

196

253

155

207

216

279

170

227

237

306

185

246

257

333

6684

8611

279

9910

213

292

116

120

155

106

133

138

178

120

151

157

202

135

169

176

227

141

188

196

253

155

207

216

279

170

227

237

306

185

246

257

333

6684

8611

279

9910

213

292

116

120

155

106

133

138

178

120

151

157

202

135

169

176

227

141

188

196

253

155

207

216

279

170

227

237

306

185

246

257

333

6076

7910

271

9194

121

8310

610

914

296

122

126

164

109

138

144

186

115

155

161

209

128

173

180

233

141

190

198

257

155

208

217

282

168

226

236

307

6076

7910

271

9194

121

8310

610

914

296

122

126

164

109

138

144

186

115

155

161

209

128

173

180

233

141

190

198

257

155

208

217

282

168

226

236

307

6076

7910

271

9194

121

8310

610

914

296

122

126

164

109

138

144

186

115

155

161

209

128

173

180

233

141

190

198

257

155

208

217

282

168

226

236

307

9' -

5"

10' -

11"

12' -

1"

13' -

9"

8' -

9"

10' -

5"

11' -

5"

13' -

1"

7' -

11"

9' -

11"

10' -

11"

12' -

6"

7' -

4"

9' -

6"

10' -

5"

11' -

11"

6' -

11"

9' -

3"

10' -

2"

11' -

7"

6' -

7"

9' -

0"

9' -

11"

11' -

4"

6' -

4"

8' -

9"

9' -

8"

11' -

1"

6' -

0"

8' -

7"

9' -

5"

10' -

9"

5' -

9"

8' -

3"

9' -

3"

10' -

7"

5' -

6"

7' -

11"

9' -

0"

10' -

4"

10' -

9"

13' -

1"

14' -

3"

16' -

0"

9' -

9"

12' -

6"

13' -

7"

15' -

4"

9' -

0"

12' -

0"

13' -

1"

14' -

8"

8' -

4"

11' -

7"

12' -

7"

14' -

1"

7' -

9"

11' -

0"

12' -

2"

13' -

7"

7' -

3"

10' -

4"

11' -

9"

13' -

3"

6' -

10"

9' -

8"

11' -

5"

12' -

10"

6' -

5"

9' -

2"

11' -

1"

12' -

5"

6' -

1"

8' -

8"

10' -

9"

12' -

1"

5' -

10"

8' -

3"

10' -

6"

11' -

10"

11' -

2"

13' -

7"

14' -

9"

16' -

1"

10' -

2"

12' -

11"

14' -

1"

15' -

7"

9' -

5"

12' -

5"

13' -

6"

15' -

2"

8' -

8"

11' -

11"

13' -

0"

14' -

7"

8' -

1"

11' -

6"

12' -

7"

14' -

1"

7' -

7"

10' -

9"

12' -

2"

13' -

8"

7' -

2"

10' -

1"

11' -

10"

13' -

3"

6' -

9"

9' -

6"

11' -

5"

12' -

10"

6' -

4"

9' -

0"

11' -

1"

12' -

6"

6' -

0"

8' -

7"

10' -

10"

12' -

2"

4' -

6"

5' -

3"

5' -

11"

6' -

11"

4' -

4"

5' -

1"

5' -

8"

6' -

7"

4' -

2"

4' -

11"

5' -

6"

6' -

4"

4' -

0"

4' -

9"

5' -

3"

6' -

2"

3' -

11"

4' -

7"

5' -

1"

5' -

11"

3' -

10"

4' -

6"

5' -

0"

5' -

9"

3' -

9"

4' -

4"

4' -

10"

5' -

7"

3' -

7"

4' -

3"

4' -

9"

5' -

5"

3' -

6"

4' -

2"

4' -

7"

5' -

4"

3' -

6"

4' -

0"

4' -

6"

5' -

2"

177

Max

. sup

erim

pose

d AS

D d

ead

+ liv

e lo

ad (p

sf) (

gove

rned

by

stre

ngth

lim

itatio

n)17

7M

ax. s

uper

impo

sed

ASD

dea

d +

live

load

(psf

) (go

vern

ed b

y in

stan

tane

ous

defle

ctio

n lim

itatio

n of

L/2

40)

177

Max

. sup

erim

pose

d AS

D li

ve lo

ad (p

sf) (

gove

rned

by

inst

anta

neou

s de

flect

ion

limita

tion

of L

/360

)Ve

rtic

al lo

ad s

pan

(cen

ter t

o ce

nter

spa

cing

)

Wd

Wei

ght o

f dec

k (u

ncoa

ted)

, psf

DU

nifo

rm d

ead

load

, psf

hT

otal

hei

ght o

f con

cret

e sl

ab, i

nL

Uni

form

live

load

, psf

Wc

Wei

ght o

f con

cret

e (n

egle

ctin

g de

flect

ion)

, psf

f'c

3000

psi

NOTES:

1) W

elde

d w

ire fa

bric

is r

equi

red

per

AC

I req

uire

men

ts (

0.00

075*

Ac)

2) C

onst

ruct

ion

span

s sh

own

base

d on

2"

exte

rior

bear

ing

and

4" in

terio

r be

arin

g w

idth

.

3) T

he li

ve lo

ads

and

unsh

ored

con

stru

ctio

n cl

ear

span

s ar

e ba

sed

on th

e A

NS

I/SD

I C1.

0-20

06 a

nd A

SC

E 3

-91

Sta

ndar

d fo

r th

e S

truc

tura

l Des

ign

of C

ompo

site

Sla

bs.

The

load

s in

thes

e ta

bles

are

bas

ed o

n S

ingl

e S

pan

Sla

b D

esig

n.

145 P

CF C

ON

CR

ET

E

2.01

2.16

2.31

2.47

L (Deflection)

14' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

15' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

MA

XIM

UM

UN

SH

OR

ED

CO

NS

TR

UC

TIO

N C

LE

AR

SP

AN

S

1 Row of Shoring

2 Rows of Shoring

Cantilever

cy/100sf

1.23

1.39

1.54

1.70

1.85

9' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

1.08

Unshored

ESR-1169 | Most Widely Accepted and Trusted Page 34 of 94

Page 35: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

TA

BLE

27

5"

(32.17)

5.5"

(36.76)

6"

(41.34)

6.5"

(45.92)

7"

(50.51)

7.5"

(55.09)

8"

(59.67)

8.5"

(64.26)

9"

(68.84)

9.5"

(73.42)

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

178

211

214

260

206

248

252

307

220

287

293

357

247

326

336

400

280

345

380

400

313

362

400

400

347

374

400

400

382

382

400

400

400

400

400

400

400

400

400

400

178

211

214

260

206

248

252

307

220

287

293

357

247

326

336

400

280

345

380

400

313

362

400

400

347

374

400

400

382

382

400

400

400

400

400

400

400

400

400

400

178

211

214

260

206

248

252

307

220

287

293

357

247

326

336

400

280

345

380

400

313

362

400

400

347

374

400

400

382

382

400

400

400

400

400

400

400

400

400

400

161

196

199

242

172

231

235

285

199

256

273

332

228

273

307

381

258

286

327

400

289

296

344

400

320

388

358

400

352

400

369

400

385

400

375

400

400

400

378

400

161

196

199

242

172

231

235

285

199

256

273

332

228

273

307

381

258

286

327

400

289

296

344

400

320

388

358

400

352

400

369

400

385

400

375

400

400

400

378

400

161

196

199

242

172

231

235

285

199

256

273

332

228

273

307

381

258

286

327

400

289

296

344

400

320

388

358

400

352

400

369

400

385

400

375

400

400

400

378

400

136

184

187

227

159

202

221

268

185

217

243

312

212

228

260

358

240

291

275

386

269

327

286

400

299

363

294

400

329

399

400

400

359

400

400

400

390

400

400

400

136

184

187

227

159

202

221

268

185

217

243

312

212

228

260

358

240

291

275

386

269

327

286

400

299

363

294

400

329

399

400

400

359

400

400

400

390

400

400

400

136

184

187

227

159

202

221

268

185

217

243

312

212

228

260

358

240

291

275

386

269

327

286

400

299

363

294

400

329

399

400

400

359

400

400

400

390

400

400

400

126

160

176

215

149

173

193

254

174

182

208

286

200

242

220

310

226

274

230

331

253

308

316

350

281

341

351

366

309

376

387

378

338

400

400

386

367

400

400

391

126

160

176

215

149

173

193

254

174

182

208

286

200

242

220

310

226

274

230

331

253

308

316

350

281

341

351

366

309

376

387

378

338

400

400

386

367

400

400

391

126

160

176

215

149

173

193

254

174

182

208

286

200

242

220

310

226

274

230

331

253

308

316

350

281

341

351

366

309

376

387

378

338

400

400

386

367

400

400

391

119

138

153

205

141

147

166

228

164

200

178

249

189

229

186

268

214

260

266

284

240

292

299

297

266

324

333

307

293

356

367

313

320

390

400

400

347

400

400

400

119

138

153

205

141

147

166

228

164

200

178

249

189

229

186

268

214

260

266

284

240

292

299

297

266

324

333

307

293

356

367

313

320

390

400

400

347

400

400

400

119

138

153

205

141

147

166

228

164

200

178

249

189

229

186

268

214

260

266

284

240

292

299

297

266

324

333

307

293

356

367

313

320

390

400

400

347

400

400

400

113

119

134

182

134

163

143

200

156

190

151

216

180

218

223

231

204

248

254

242

228

278

285

251

253

308

317

397

279

340

350

400

305

371

383

400

331

400

400

400

113

119

134

182

134

163

143

200

156

190

151

216

180

218

223

231

204

248

254

242

228

278

285

251

253

308

317

397

279

340

350

400

305

371

383

400

331

400

400

400

113

119

134

182

134

163

143

200

156

190

151

216

180

218

223

231

204

248

254

242

228

278

285

251

253

308

317

397

279

340

350

400

305

371

383

400

331

400

400

400

104

126

116

160

123

150

123

175

143

175

179

188

165

201

206

198

187

228

234

206

209

256

263

330

232

284

293

368

256

313

323

400

280

342

354

400

304

372

385

400

104

126

116

160

123

150

123

175

143

175

179

188

165

201

206

198

187

228

234

206

209

256

263

330

232

284

293

368

256

313

323

400

280

342

354

400

304

372

385

400

104

126

116

160

123

150

123

175

143

175

179

188

165

201

206

198

187

228

234

206

209

256

263

330

232

284

293

368

256

313

323

400

280

342

354

400

304

372

385

400

9411

510

114

211

113

613

915

313

015

916

316

314

918

318

717

016

920

721

326

819

023

323

930

121

125

926

733

623

328

529

437

125

431

232

240

027

633

935

140

0

9411

510

114

211

113

613

915

313

015

916

316

314

918

318

717

016

920

721

326

819

023

323

930

121

125

926

733

623

328

529

437

125

431

232

240

027

633

935

140

0

9411

510

114

211

113

613

915

313

015

916

316

314

918

318

717

016

920

721

326

819

023

323

930

121

125

926

733

623

328

529

437

125

431

232

240

027

633

935

140

0

8510

510

712

510

112

412

713

411

814

514

814

013

616

717

121

515

418

919

424

517

321

321

927

619

223

624

430

721

226

026

934

023

228

529

537

325

231

032

140

0

8510

510

712

510

112

412

713

411

814

514

814

013

616

717

121

515

418

919

424

517

321

321

927

619

223

624

430

721

226

026

934

023

228

529

537

325

231

032

140

0

8510

510

712

510

112

412

713

411

814

514

814

013

616

717

121

515

418

919

424

517

321

321

927

619

223

624

430

721

226

026

934

023

228

529

537

325

231

032

140

0

7895

9711

092

113

116

117

108

132

135

171

124

152

156

197

141

173

178

225

158

194

200

253

176

216

223

282

194

238

246

312

212

261

270

342

230

284

294

373

7895

9711

092

113

116

117

108

132

135

171

124

152

156

197

141

173

178

225

158

194

200

253

176

216

223

282

194

238

246

312

212

261

270

342

230

284

294

373

7895

9711

092

113

116

117

108

132

135

171

124

152

156

197

141

173

178

225

158

194

200

253

176

216

223

282

194

238

246

312

212

261

270

342

230

284

294

373

7187

8997

8410

410

613

498

121

124

157

113

140

143

181

128

159

163

207

144

178

184

233

161

198

205

260

177

219

226

287

194

240

248

315

203

261

270

343

7187

8997

8410

410

613

498

121

124

157

113

140

143

181

128

159

163

207

144

178

184

233

161

198

205

260

177

219

226

287

194

240

248

315

203

261

270

343

7187

8997

8410

410

613

498

121

124

157

113

140

143

181

128

159

163

207

144

178

184

233

161

198

205

260

177

219

226

287

194

240

248

315

203

261

270

343

13' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

14' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

12' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

13' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

11' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

12' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

10' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

11' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

SIN

GL

E S

PA

N S

LA

B D

ES

IGN

- M

AX

IMU

M S

UP

ER

IMP

OS

ED

LO

AD

S, (p

sf)

, N

O S

TU

DS

ON

BE

AM

S

3" high x 12" pitch x 36" wide

CO

MP

OS

ITE

FL

OO

R-D

EK

3 E

S I

NT

ER

LO

CK

ING

(A

SD

)

h (Wc)

Span

Load

Combinations

9' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

GAGE

9' - 0"

D+L (Strength)

10' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

D+L (Deflection)

L (Deflection)

7187

8997

8410

410

613

498

121

124

157

113

140

143

181

128

159

163

207

144

178

184

233

161

198

205

260

177

219

226

287

194

240

248

315

203

261

270

343

6480

8110

377

9597

123

9011

111

414

410

312

813

116

711

814

615

019

013

216

416

921

414

718

218

823

916

220

120

826

517

022

022

829

118

524

024

931

7

6480

8110

377

9597

123

9011

111

414

410

312

813

116

711

814

615

019

013

216

416

921

414

718

218

823

916

220

120

826

517

022

022

829

118

524

024

931

7

6480

8110

377

9597

123

9011

111

414

410

312

813

116

711

814

615

019

013

216

416

921

414

718

218

823

916

220

120

826

517

022

022

829

118

524

024

931

7

5973

7595

7087

8911

382

102

104

133

9511

812

115

410

813

413

817

612

115

115

519

813

516

817

322

114

918

519

224

515

520

321

026

916

922

122

929

3

5973

7595

7087

8911

382

102

104

133

9511

812

115

410

813

413

817

612

115

115

519

813

516

817

322

114

918

519

224

515

520

321

026

916

922

122

929

3

5973

7595

7087

8911

382

102

104

133

9511

812

115

410

813

413

817

612

115

115

519

813

516

817

322

114

918

519

224

515

520

321

026

916

922

122

929

3

10' -

2"

11' -

10"

12' -

11"

14' -

4"

9' -

8"

11' -

3"

12' -

3"

13' -

11"

9' -

3"

10' -

9"

11' -

9"

13' -

4"

8' -

9"

10' -

3"

11' -

3"

12' -

9"

8' -

2"

9' -

11"

10' -

10"

12' -

3"

7' -

7"

9' -

6"

10' -

5"

11' -

10"

7' -

2"

9' -

3"

10' -

1"

11' -

5"

6' -

10"

9' -

0"

9' -

11"

11' -

2"

6' -

7"

8' -

10"

9' -

8"

11' -

0"

6' -

4"

8' -

8"

9' -

6"

10' -

9"

12' -

0"

14' -

4"

14' -

11"

16' -

8"

11' -

1"

13' -

9"

14' -

4"

16' -

0"

10' -

3"

13' -

3"

13' -

9"

15' -

5"

9' -

7"

12' -

9"

13' -

3"

14' -

11"

9' -

0"

12' -

5"

12' -

11"

14' -

5"

8' -

5"

11' -

11"

12' -

6"

14' -

0"

8' -

0"

11' -

3"

12' -

2"

13' -

7"

7' -

6"

10' -

8"

11' -

10"

13' -

3"

7' -

2"

10' -

2"

11' -

6"

12' -

11"

6' -

10"

9' -

8"

11' -

3"

12' -

7"

12' -

6"

14' -

10"

15' -

5"

16' -

10"

11' -

7"

14' -

3"

14' -

10"

16' -

4"

10' -

9"

13' -

8"

14' -

3"

15' -

11"

10' -

0"

13' -

2"

13' -

9"

15' -

4"

9' -

4"

12' -

9"

13' -

4"

14' -

11"

8' -

10"

12' -

4"

12' -

11"

14' -

6"

8' -

4"

11' -

9"

12' -

6"

14' -

0"

7' -

10"

11' -

1"

12' -

3"

13' -

8"

7' -

6"

10' -

7"

11' -

10"

13' -

4"

7' -

1"

10' -

1"

11' -

7"

13' -

0"

4' -

9"

5' -

9"

6' -

1"

7' -

1"

4' -

7"

5' -

6"

5' -

10"

6' -

10"

4' -

6"

5' -

4"

5' -

8"

6' -

7"

4' -

4"

5' -

2"

5' -

6"

6' -

4"

4' -

3"

5' -

0"

5' -

4"

6' -

2"

4' -

1"

4' -

11"

5' -

2"

6' -

0"

4' -

0"

4' -

9"

5' -

0"

5' -

10"

3' -

11"

4' -

8"

4' -

11"

5' -

8"

3' -

10"

4' -

7"

4' -

10"

5' -

7"

3' -

9"

4' -

6"

4' -

8"

5' -

5"

190

Max

. sup

erim

pose

d AS

D d

ead

+ liv

e lo

ad (p

sf) (

gove

rned

by

stre

ngth

lim

itatio

n)19

0M

ax. s

uper

impo

sed

ASD

dea

d +

live

load

(psf

) (go

vern

ed b

y in

stan

tane

ous

defle

ctio

n lim

itatio

n of

L/2

40)

190

Max

. sup

erim

pose

d AS

D li

ve lo

ad (p

sf) (

gove

rned

by

inst

anta

neou

s de

flect

ion

limita

tion

of L

/360

)Ve

rtic

al lo

ad s

pan

(cen

ter t

o ce

nter

spa

cing

)

Wd

Wei

ght o

f dec

k (u

ncoa

ted)

, psf

DU

nifo

rm d

ead

load

, psf

hT

otal

hei

ght o

f con

cret

e sl

ab, i

nL

Uni

form

live

load

, psf

Wc

Wei

ght o

f con

cret

e (n

egle

ctin

g de

flect

ion)

, psf

f'c

3000

psi

NOTES:

1) W

elde

d w

ire fa

bric

is r

equi

red

per

AC

I req

uire

men

ts (

0.00

075*

Ac)

.

2) C

onst

ruct

ion

span

s sh

own

base

d on

2"

exte

rior

bear

ing

and

4" in

terio

r be

arin

g w

idth

.

3) T

he li

ve lo

ads

and

unsh

ored

con

stru

ctio

n cl

ear

span

s ar

e ba

sed

on th

e A

NS

I/SD

I C1.

0-20

06 a

nd A

SC

E 3

-91

Sta

ndar

d fo

r th

e S

truc

tura

l Des

ign

of C

ompo

site

Sla

bs.

The

load

s in

thes

e ta

bles

are

bas

ed o

n S

ingl

e S

pan

Sla

b D

esig

n.

110 P

CF C

ON

CR

ET

E

1.39

1.55

1.70

9' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

1.08

1.24

15' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

Unshored

D+L (Deflection)

L (Deflection)

1 Row of Shoring

2 Rows of Shoring

Cantilever

cy/100sf

MA

XIM

UM

UN

SH

OR

ED

CO

NS

TR

UC

TIO

N C

LE

AR

SP

AN

S

L (Deflection)

14' - 6"

2.47

1.85

2.01

2.16

2.32

D+L (Strength)

ESR-1169 | Most Widely Accepted and Trusted Page 35 of 94

Page 36: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

TA

BLE

28

5"

(42.41)

5.5"

(48.45)

6"

(54.49)

6.5"

(60.54)

7"

(66.58)

7.5"

(72.62)

8"

(78.66)

8.5"

(84.7)

9"

(90.74)

9.5"

(96.79)

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

22

20

18

16

168

222

227

277

188

253

267

326

218

269

306

379

250

280

326

400

282

345

341

400

316

385

352

400

350

400

357

400

384

400

358

400

400

400

400

400

400

400

400

400

168

222

227

277

188

253

267

326

218

269

306

379

250

280

326

400

282

345

341

400

316

385

352

400

350

400

357

400

384

400

358

400

400

400

400

400

400

400

400

400

168

222

227

277

188

253

267

326

218

269

306

379

250

280

326

400

282

345

341

400

316

385

352

400

350

400

357

400

384

400

358

400

400

400

400

400

400

400

400

400

146

198

211

258

173

211

240

304

201

220

256

352

230

281

269

386

260

318

277

400

290

355

281

400

322

394

400

400

353

400

400

400

386

400

400

400

400

400

400

400

146

198

211

258

173

211

240

304

201

220

256

352

230

281

269

386

260

318

277

400

290

355

281

400

322

394

400

400

353

400

400

400

386

400

400

400

400

400

400

400

146

198

211

258

173

211

240

304

201

220

256

352

230

281

269

386

260

318

277

400

290

355

281

400

322

394

400

400

353

400

400

400

386

400

400

400

400

400

400

400

136

167

188

242

160

175

202

283

186

228

213

306

214

261

220

326

241

296

305

342

270

331

342

354

299

367

380

361

329

400

400

363

359

400

400

360

389

400

400

400

136

167

188

242

160

175

202

283

186

228

213

306

214

261

220

326

241

296

305

342

270

331

342

354

299

367

380

361

329

400

400

363

359

400

400

360

389

400

400

400

136

167

188

242

160

175

202

283

186

228

213

306

214

261

220

326

241

296

305

342

270

331

342

354

299

367

380

361

329

400

400

363

359

400

400

360

389

400

400

400

127

140

161

223

150

184

170

243

175

214

220

261

200

246

253

275

226

278

287

285

253

311

322

290

281

345

357

290

309

379

393

400

337

400

400

400

365

400

400

400

127

140

161

223

150

184

170

243

175

214

220

261

200

246

253

275

226

278

287

285

253

311

322

290

281

345

357

290

309

379

393

400

337

400

400

400

365

400

400

400

127

140

161

223

150

184

170

243

175

214

220

261

200

246

253

275

226

278

287

285

253

311

322

290

281

345

357

290

309

379

393

400

337

400

400

400

365

400

400

400

120

147

137

194

142

174

143

209

165

203

208

222

189

232

239

230

214

263

271

235

239

294

304

385

265

326

338

400

292

359

372

400

318

392

400

400

335

400

400

400

120

147

137

194

142

174

143

209

165

203

208

222

189

232

239

230

214

263

271

235

239

294

304

385

265

326

338

400

292

359

372

400

318

392

400

400

335

400

400

400

120

147

137

194

142

174

143

209

165

203

208

222

189

232

239

230

214

263

271

235

239

294

304

385

265

326

338

400

292

359

372

400

318

392

400

400

335

400

400

400

114

140

116

168

134

165

170

179

156

193

198

187

179

221

228

288

203

250

258

326

227

280

290

366

252

310

322

400

277

341

354

400

302

373

387

400

317

400

400

400

114

140

116

168

134

165

170

179

156

193

198

187

179

221

228

288

203

250

258

326

227

280

290

366

252

310

322

400

277

341

354

400

302

373

387

400

317

400

400

400

114

140

116

168

134

165

170

179

156

193

198

187

179

221

228

288

203

250

258

326

227

280

290

366

252

310

322

400

277

341

354

400

302

373

387

400

317

400

400

400

103

128

131

146

123

152

156

153

143

177

182

231

164

203

209

266

186

229

237

302

208

257

266

339

230

285

296

376

253

314

326

400

267

342

357

400

290

372

387

400

103

128

131

146

123

152

156

153

143

177

182

231

164

203

209

266

186

229

237

302

208

257

266

339

230

285

296

376

253

314

326

400

267

342

357

400

290

372

387

400

103

128

131

146

123

152

156

153

143

177

182

231

164

203

209

266

186

229

237

302

208

257

266

339

230

285

296

376

253

314

326

400

267

342

357

400

290

372

387

400

9311

611

912

611

113

714

118

012

916

016

521

014

818

419

024

216

820

821

527

518

823

324

230

820

825

926

934

322

028

529

637

824

131

132

440

026

133

835

240

0

9311

611

912

611

113

714

118

012

916

016

521

014

818

419

024

216

820

821

527

518

823

324

230

820

825

926

934

322

028

529

637

824

131

132

440

026

133

835

240

0

9311

611

912

611

113

714

118

012

916

016

521

014

818

419

024

216

820

821

527

518

823

324

230

820

825

926

934

322

028

529

637

824

131

132

440

026

133

835

240

0

8410

510

810

810

012

412

816

411

614

515

019

113

416

717

222

015

218

919

625

117

021

222

028

118

023

524

531

319

925

927

034

521

728

329

537

823

630

832

140

0

8410

510

810

810

012

412

816

411

614

515

019

113

416

717

222

015

218

919

625

117

021

222

028

118

023

524

531

319

925

927

034

521

728

329

537

823

630

832

140

0

8410

510

810

810

012

412

816

411

614

515

019

113

416

717

222

015

218

919

625

117

021

222

028

118

023

524

531

319

925

927

034

521

728

329

537

823

630

832

140

0

7695

9812

690

113

116

149

105

132

136

175

121

152

157

201

138

172

178

229

154

193

201

258

163

215

223

287

180

236

246

316

197

258

269

346

214

281

293

377

7695

9812

690

113

116

149

105

132

136

175

121

152

157

201

138

172

178

229

154

193

201

258

163

215

223

287

180

236

246

316

197

258

269

346

214

281

293

377

7695

9812

690

113

116

149

105

132

136

175

121

152

157

201

138

172

178

229

154

193

201

258

163

215

223

287

180

236

246

316

197

258

269

346

214

281

293

377

6987

8911

582

103

106

137

9612

012

416

011

013

814

318

512

515

716

321

013

217

618

323

614

719

620

426

316

321

622

529

017

823

624

631

819

425

726

834

6

6987

8911

582

103

106

137

9612

012

416

011

013

814

318

512

515

716

321

013

217

618

323

614

719

620

426

316

321

622

529

017

823

624

631

819

425

726

834

6

6987

8911

582

103

106

137

9612

012

416

011

013

814

318

512

515

716

321

013

217

618

323

614

719

620

426

316

321

622

529

017

823

624

631

819

425

726

834

6

13' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

14' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

12' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

13' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

11' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

12' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

10' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

11' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

9' - 6"

D+L (Strength)

D+L (Deflection)

L (Deflection)

10' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

h (Wc)

Span

Load

Combinations

GAGE

SIN

GL

E S

PA

N S

LA

B D

ES

IGN

- M

AX

IMU

M S

UP

ER

IMP

OS

ED

LO

AD

S, (p

sf)

, N

O S

TU

DS

ON

BE

AM

S

9' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

3" high x 12" pitch x 36" wide

CO

MP

OS

ITE

FL

OO

R-D

EK

3 E

S I

NT

ER

LO

CK

ING

(A

SD

)

6987

8911

582

103

106

137

9612

012

416

011

013

814

318

512

515

716

321

013

217

618

323

614

719

620

426

316

321

622

529

017

823

624

631

819

425

726

834

6

6279

8110

574

9497

125

8711

011

314

710

012

613

116

911

414

414

919

312

016

116

821

713

317

918

724

214

719

820

626

716

121

622

629

217

623

524

631

8

6279

8110

574

9497

125

8711

011

314

710

012

613

116

911

414

414

919

312

016

116

821

713

317

918

724

214

719

820

626

716

121

622

629

217

623

524

631

8

6279

8110

574

9497

125

8711

011

314

710

012

613

116

911

414

414

919

312

016

116

821

713

317

918

724

214

719

820

626

716

121

622

629

217

623

524

631

8

5672

7496

6786

8811

579

100

104

135

9111

612

015

696

131

136

177

108

148

153

200

121

164

171

222

133

181

189

246

146

198

207

269

159

216

225

293

5672

7496

6786

8811

579

100

104

135

9111

612

015

696

131

136

177

108

148

153

200

121

164

171

222

133

181

189

246

146

198

207

269

159

216

225

293

5672

7496

6786

8811

579

100

104

135

9111

612

015

696

131

136

177

108

148

153

200

121

164

171

222

133

181

189

246

146

198

207

269

159

216

225

293

9' -

2"

10' -

7"

11' -

7"

13' -

2"

8' -

5"

10' -

1"

11' -

0"

12' -

6"

7' -

8"

9' -

7"

10' -

6"

11' -

11"

7' -

1"

9' -

2"

10' -

0"

11' -

5"

6' -

9"

8' -

11"

9' -

9"

11' -

1"

6' -

5"

8' -

9"

9' -

6"

10' -

10"

6' -

1"

8' -

6"

9' -

4"

10' -

6"

5' -

10"

8' -

4"

9' -

1"

10' -

4"

5' -

7"

8' -

0"

8' -

11"

10' -

1"

5' -

4"

7' -

8"

8' -

8"

9' -

10"

10' -

1"

13' -

2"

13' -

8"

15' -

4"

9' -

3"

12' -

6"

13' -

1"

14' -

7"

8' -

6"

12' -

0"

12' -

7"

14' -

0"

7' -

11"

11' -

2"

12' -

1"

13' -

6"

7' -

4"

10' -

5"

11' -

8"

13' -

1"

6' -

11"

9' -

9"

11' -

3"

12' -

7"

6' -

6"

9' -

2"

10' -

11"

12' -

3"

6' -

1"

8' -

8"

10' -

7"

11' -

11"

5' -

9"

8' -

2"

10' -

4"

11' -

7"

5' -

6"

7' -

9"

10' -

0"

11' -

3"

10' -

6"

13' -

7"

14' -

2"

15' -

10"

9' -

8"

12' -

11"

13' -

6"

15' -

1"

8' -

10"

12' -

5"

13' -

0"

14' -

6"

8' -

3"

11' -

7"

12' -

6"

14' -

0"

7' -

8"

10' -

10"

12' -

1"

13' -

6"

7' -

2"

10' -

2"

11' -

8"

13' -

0"

6' -

9"

9' -

6"

11' -

3"

12' -

8"

6' -

4"

9' -

0"

10' -

11"

12' -

4"

6' -

0"

8' -

6"

10' -

8"

11' -

11"

5' -

8"

8' -

1"

10' -

4"

11' -

8"

4' -

5"

5' -

4"

5' -

7"

6' -

6"

4' -

3"

5' -

1"

5' -

5"

6' -

3"

4' -

2"

4' -

11"

5' -

2"

6' -

0"

4' -

0"

4' -

9"

5' -

0"

5' -

10"

3' -

11"

4' -

7"

4' -

10"

5' -

7"

3' -

9"

4' -

6"

4' -

9"

5' -

6"

3' -

8"

4' -

4"

4' -

7"

5' -

4"

3' -

7"

4' -

3"

4' -

6"

5' -

2"

3' -

6"

4' -

2"

4' -

4"

5' -

0"

3' -

5"

4' -

1"

4' -

3"

4' -

11"

168

Max

. sup

erim

pose

d AS

D d

ead

+ liv

e lo

ad (p

sf) (

gove

rned

by

stre

ngth

lim

itatio

n)16

8M

ax. s

uper

impo

sed

ASD

dea

d +

live

load

(psf

) (go

vern

ed b

y in

stan

tane

ous

defle

ctio

n lim

itatio

n of

L/2

40)

168

Max

. sup

erim

pose

d AS

D li

ve lo

ad (p

sf) (

gove

rned

by

inst

anta

neou

s de

flect

ion

limita

tion

of L

/360

)Ve

rtic

al lo

ad s

pan

(cen

ter t

o ce

nter

spa

cing

)

Wd

Wei

ght o

f dec

k (u

ncoa

ted)

, psf

DU

nifo

rm d

ead

load

, psf

hT

otal

hei

ght o

f con

cret

e sl

ab, i

nL

Uni

form

live

load

, psf

Wc

Wei

ght o

f con

cret

e (n

egle

ctin

g de

flect

ion)

, psf

f'c

3000

psi

NOTES:

1) W

elde

d w

ire fa

bric

is r

equi

red

per

AC

I req

uire

men

ts (

0.00

075*

Ac)

.

2) C

onst

ruct

ion

span

s sh

own

base

d on

2"

exte

rior

bear

ing

and

4" in

terio

r be

arin

g w

idth

.

3) T

he li

ve lo

ads

and

unsh

ored

con

stru

ctio

n cl

ear

span

s ar

e ba

sed

on th

e A

NS

I/SD

I C1.

0-20

06 a

nd A

SC

E 3

-91

Sta

ndar

d fo

r th

e S

truc

tura

l Des

ign

of C

ompo

site

Sla

bs.

The

load

s in

thes

e ta

bles

are

bas

ed o

n S

ingl

e S

pan

Sla

b D

esig

n.

145 P

CF C

ON

CR

ET

E

1.39

1.55

1.70

9' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

1.08

cy/100sf

1.24

15' - 0"

D+L (Strength)

D+L (Deflection)

L (Deflection)

Unshored

D+L (Strength)

D+L (Deflection)

L (Deflection)

1 Row of Shoring

2 Rows of Shoring

Cantilever

MA

XIM

UM

UN

SH

OR

ED

CO

NS

TR

UC

TIO

N C

LE

AR

SP

AN

S

L (Deflection)

14' - 6"

2.47

1.85

2.01

2.16

2.32

ESR-1169 | Most Widely Accepted and Trusted Page 36 of 94

Page 37: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 585 559 538 522 508 497 488 435*

G' 5.1 6.0 7.0 7.9 8.9 9.8 10.7 11.612" S 477 440 412 389 371 356 344 333

G' 5.0 6.0 6.9 7.8 8.7 9.6 10.4 11.318" S 432 391 360 335 316 299 286 274

22 G' 5.0 5.9 6.8 7.7 8.6 9.4 10.2 11.00.0295" 24" S 408 365 333 307 286 270 256 244

G' 5.0 5.9 6.8 7.6 8.5 9.3 10.1 10.930" S 393 349 316 289 268 251 237 225

G' 5.0 5.9 6.7 7.6 8.4 9.2 10.0 10.736" S 383 338 304 277 256 239 224 212

G' 5.0 5.9 6.7 7.5 8.3 9.1 9.9 10.66" S 715 682 657 637 620 607 595 581*

G' 8.1 9.6 11.1 12.6 14.0 15.4 16.8 18.212" S 583 538 503 475 453 434 419 406

G' 8.0 9.5 10.9 12.3 13.7 15.0 16.3 17.518" S 529 479 440 410 386 366 349 335

20 G' 8.0 9.4 10.8 12.1 13.4 14.7 15.9 17.00.0358" 24" S 500 447 407 375 350 329 312 298

G' 7.9 9.3 10.7 11.9 13.2 14.4 15.5 16.630" S 481 427 386 354 328 307 289 274

G' 7.9 9.2 10.6 11.8 13.0 14.2 15.3 16.336" S 469 414 372 339 313 292 274 259

G' 7.8 9.2 10.5 11.7 12.9 14.0 15.0 16.06" S 958 914 879 852 829 811 795 782

G' 15.9 18.8 21.6 24.3 26.9 29.5 32.0 34.412" S 783 721 674 636 606 581 560 542

G' 15.6 18.3 20.9 23.4 25.8 28.1 30.3 32.518" S 711 642 590 549 517 490 467 448

18 G' 15.4 18.0 20.4 22.8 25.0 27.1 29.1 31.00.0474" 24" S 672 600 546 503 469 441 418 398

G' 15.2 17.7 20.1 22.3 24.4 26.3 28.1 29.930" S 648 574 519 475 440 412 388 368

G' 15.1 17.5 19.8 21.9 23.9 25.7 27.4 28.936" S 631 556 500 456 420 391 368 347

G' 15.0 17.4 19.6 21.6 23.4 25.1 26.7 28.26" S 1225 1167 1122 1086 1057 1033 1012 995

G' 27.4 32.2 36.8 41.1 45.3 49.4 53.3 57.012" S 1002 922 861 812 773 741 714 691

G' 26.6 31.0 35.1 39.0 42.6 46.1 49.3 52.418" S 911 822 755 702 660 625 596 572

16 G' 26.1 30.2 33.9 37.4 40.7 43.7 46.5 49.10.0598" 24" S 861 769 699 644 600 564 534 509

G' 25.7 29.6 33.1 36.3 39.2 41.9 44.3 46.630" S 831 736 664 608 563 527 496 470

G' 25.4 29.1 32.4 35.4 38.0 40.4 42.6 44.636" S 810 714 641 584 538 501 470 444

G' 25.2 28.7 31.8 34.6 37.1 39.3 41.2 43.0

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 827 766 721 685 657 626* 517* 435*

G' 35.1 40.2 44.8 49.1 53.0 56.6 59.9 63.012" S 670 601 549 509 478 452 431 413

G' 33.8 38.2 42.2 45.7 48.8 51.7 54.2 56.518" S 613 541 487 446 414 388 366 348

22 G' 33.0 37.1 40.6 43.6 46.2 48.5 50.5 52.30.0295" 24" S 584 510 456 414 381 355 333 314

G' 32.5 36.3 39.5 42.1 44.4 46.3 48.0 49.430" S 566 491 437 395 361 335 313 294

G' 32.1 35.7 38.7 41.1 43.1 44.8 46.1 47.336" S 554 479 424 382 348 321 299 280

G' 31.8 35.3 38.1 40.3 42.1 43.5 44.7 45.76" S 1011 936 880 836 801 773 691* 581*

G' 52.6 59.5 65.6 71.1 76.0 80.4 84.4 88.112" S 819 734 671 622 583 552 526 504

G' 49.9 55.7 60.6 64.8 68.4 71.6 74.4 76.918" S 750 661 596 545 506 473 447 424

20 G' 48.4 53.4 57.6 61.0 63.8 66.2 68.2 70.00.0358" 24" S 714 624 558 506 466 433 407 384

G' 47.4 52.0 55.6 58.4 60.7 62.6 64.1 65.330" S 693 601 534 483 442 409 382 359

G' 46.7 50.9 54.1 56.6 58.5 60.0 61.1 62.036" S 678 586 519 467 426 393 366 343

G' 46.2 50.1 53.0 55.2 56.8 58.0 58.9 59.56" S 1354 1252 1176 1117 1070 1032 1000 884*

G' 91.0 100.7 108.9 116.0 122.1 127.5 132.2 136.412" S 1100 985 899 833 781 738 703 674

G' 84.3 91.5 97.3 101.9 105.8 109.0 111.6 113.918" S 1008 888 800 732 678 635 599 568

18 G' 80.6 86.3 90.6 93.9 96.4 98.4 99.9 101.10.0474" 24" S 961 839 749 680 626 582 545 515

G' 78.2 83.0 86.4 88.7 90.3 91.5 92.3 92.930" S 932 809 718 649 594 549 513 482

G' 76.5 80.7 83.4 85.1 86.1 86.7 87.0 87.136" S 912 789 698 628 573 528 491 460

G' 75.3 79.0 81.2 82.4 83.0 83.1 83.0 82.86" S 1729 1598 1500 1424 1363 1314 1272 1238

G' 137.6 149.2 158.6 166.3 172.9 178.5 183.3 187.512" S 1408 1259 1149 1064 997 942 897 859

G' 124.3 131.7 137.2 141.4 144.7 147.3 149.3 151.018" S 1292 1138 1024 936 867 811 765 726

16 G' 117.1 122.3 125.7 127.9 129.4 130.4 131.0 131.40.0598" 24" S 1232 1076 960 871 801 744 697 658

G' 112.7 116.4 118.4 119.4 119.8 119.8 119.5 119.130" S 1196 1038 921 831 761 704 657 617

G' 109.7 112.4 113.5 113.6 113.2 112.5 111.6 110.736" S 1171 1012 895 805 734 677 629 590

G' 107.5 109.5 109.9 109.4 108.4 107.2 105.9 104.6

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

GAGE

TABLE 29

B-DekAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

ESR-1169 | Most Widely Accepted and Trusted Page 37 of 94

Page 38: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 778 773 769 766 763 626* 517* 435*

G' 5.1 6.1 7.1 8.0 9.0 9.9 10.8 11.712" S 643 628 617 608 601 595 517* 435*

G' 5.1 6.0 7.0 7.9 8.9 9.8 10.7 11.618" S 554 532 516 503 493 484 477 435*

22 G' 5.1 6.0 7.0 7.9 8.8 9.7 10.6 11.40.0295" 24" S 496 470 450 435 423 412 404 397

G' 5.0 6.0 6.9 7.8 8.7 9.6 10.5 11.330" S 455 427 405 388 375 364 355 347

G' 5.0 5.9 6.9 7.8 8.6 9.5 10.3 11.236" S 426 396 373 355 341 329 319 311

G' 5.0 5.9 6.8 7.7 8.6 9.4 10.2 11.16" S 953 947 942 938 935 836* 691* 581*

G' 8.2 9.7 11.3 12.8 14.3 15.7 17.2 18.612" S 788 770 756 745 736 729 691* 581*

G' 8.1 9.6 11.1 12.6 14.1 15.5 16.9 18.318" S 679 652 632 616 603 593 584 577

20 G' 8.1 9.6 11.0 12.5 13.9 15.3 16.6 17.90.0358" 24" S 607 575 551 533 518 505 495 486

G' 8.0 9.5 10.9 12.3 13.7 15.0 16.3 17.630" S 558 523 496 476 459 446 434 425

G' 8.0 9.4 10.8 12.2 13.5 14.8 16.1 17.336" S 522 485 456 435 417 403 391 381

G' 7.9 9.3 10.7 12.1 13.4 14.6 15.9 17.16" S 1284 1275 1269 1264 1260 1256 1052* 884*

G' 16.1 19.1 22.0 24.9 27.7 30.5 33.2 35.812" S 1062 1037 1018 1003 991 982 973 884*

G' 15.9 18.8 21.6 24.4 27.1 29.7 32.2 34.718" S 914 878 851 830 813 799 787 777

18 G' 15.7 18.5 21.3 23.9 26.5 28.9 31.3 33.70.0474" 24" S 818 775 743 717 697 681 667 655

G' 15.5 18.3 20.9 23.5 25.9 28.3 30.5 32.730" S 751 704 668 641 618 600 585 572

G' 15.4 18.0 20.6 23.0 25.4 27.6 29.8 31.936" S 703 653 615 585 562 543 527 514

G' 15.2 17.8 20.3 22.7 24.9 27.1 29.1 31.16" S 1649 1638 1630 1624 1618 1614 1489* 1251*

G' 28.0 33.1 38.0 42.8 47.4 51.9 56.3 60.512" S 1364 1332 1308 1289 1274 1261 1251 1242

G' 27.5 32.3 36.9 41.4 45.7 49.8 53.8 57.718" S 1175 1129 1094 1066 1044 1026 1011 998

16 G' 27.0 31.6 36.0 40.2 44.2 48.0 51.7 55.20.0598" 24" S 1051 996 954 922 896 874 857 842

G' 26.5 30.9 35.1 39.1 42.8 46.4 49.8 53.030" S 965 904 859 823 794 771 752 735

G' 26.1 30.3 34.3 38.1 41.6 44.9 48.1 51.136" S 903 838 790 752 722 697 677 660

G' 25.7 29.8 33.6 37.2 40.5 43.6 46.5 49.3

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 1250 1224 1205 978* 773* 626* 517* 435*

G' 36.3 41.9 47.2 52.1 56.7 60.9 64.9 68.712" S 929 884 851 825 773* 626* 517* 435*

G' 35.2 40.4 45.2 49.5 53.6 57.3 60.8 64.118" S 779 727 688 658 634 615 517* 435*

22 G' 34.3 39.2 43.5 47.5 51.1 54.5 57.5 60.30.0295" 24" S 695 639 598 566 541 521 504 435*

G' 33.6 38.1 42.2 45.8 49.1 52.1 54.8 57.330" S 642 584 541 508 482 461 444 430

G' 33.0 37.3 41.1 44.4 47.4 50.1 52.5 54.736" S 605 546 502 469 442 421 403 389

G' 32.5 36.6 40.2 43.3 46.0 48.4 50.6 52.66" S 1532 1500 1476 1306* 1032* 836* 691* 581*

G' 55.1 63.1 70.3 76.9 83.0 88.5 93.7 98.512" S 1138 1083 1042 1011 985 836* 691* 581*

G' 52.8 59.9 66.2 71.9 77.1 81.8 86.1 90.018" S 954 890 843 806 777 754 691* 581*

20 G' 51.0 57.4 63.1 68.1 72.6 76.6 80.2 83.50.0358" 24" S 851 783 732 693 663 638 617 581*

G' 49.6 55.5 60.6 65.0 68.9 72.4 75.5 78.230" S 786 715 663 623 591 565 544 526

G' 48.5 53.9 58.5 62.5 65.9 68.9 71.6 74.036" S 741 669 615 574 542 516 494 476

G' 47.6 52.6 56.8 60.4 63.4 66.1 68.4 70.46" S 2064 2021 1988 1963 1571* 1273* 1052* 884*

G' 97.8 109.8 120.5 129.9 138.3 145.9 152.7 159.012" S 1533 1459 1404 1361 1327 1273* 1052* 884*

G' 91.6 101.7 110.4 118.0 124.6 130.5 135.7 140.418" S 1285 1199 1135 1086 1047 1015 989 884*

18 G' 87.0 95.7 103.0 109.2 114.5 119.2 123.3 126.90.0474" 24" S 1147 1054 986 934 893 859 831 808

G' 83.5 91.1 97.3 102.4 106.8 110.5 113.8 116.630" S 1059 963 893 839 796 761 733 709

G' 80.7 87.4 92.7 97.1 100.6 103.7 106.2 108.436" S 998 900 828 773 730 694 665 641

G' 78.5 84.4 89.0 92.7 95.7 98.1 100.2 101.96" S 2651 2596 2555 2522 2224* 1802* 1489* 1251*

G' 151.7 167.6 181.1 192.8 202.9 211.9 219.8 226.812" S 1969 1874 1804 1749 1705 1670 1489* 1251*

G' 138.7 151.1 161.4 170.1 177.5 183.8 189.4 194.318" S 1651 1540 1458 1395 1345 1304 1271 1243

16 G' 129.5 139.5 147.6 154.1 159.6 164.3 168.2 171.70.0598" 24" S 1473 1355 1267 1200 1147 1104 1068 1038

G' 122.7 130.9 137.2 142.3 146.4 149.8 152.7 155.230" S 1360 1237 1147 1077 1022 978 941 911

G' 117.5 124.2 129.3 133.2 136.3 138.8 140.8 142.536" S 1283 1157 1064 993 937 892 855 824

G' 113.3 118.9 122.9 125.9 128.2 130.0 131.4 132.5

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

TABLE 30

B-DekAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 38 of 94

Page 39: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 733 689 655 628 606 588 517* 435*

G' 5.1 6.0 7.0 7.9 8.9 9.8 10.7 11.612" S 612 556 514 480 453 430 412 396

G' 5.0 6.0 6.9 7.8 8.7 9.6 10.4 11.318" S 565 505 460 424 395 371 352 335

22 G' 5.0 5.9 6.8 7.7 8.6 9.4 10.2 11.00.0295" 24" S 540 478 431 394 365 340 320 303

G' 5.0 5.9 6.8 7.6 8.5 9.3 10.1 10.930" S 525 462 414 376 346 322 301 284

G' 5.0 5.9 6.7 7.6 8.4 9.2 10.0 10.736" S 515 451 402 364 334 309 288 271

G' 5.0 5.9 6.7 7.5 8.3 9.1 9.9 10.66" S 896 842 800 766 739 717 691* 581*

G' 8.1 9.6 11.1 12.6 14.0 15.4 16.8 18.212" S 749 680 628 586 553 525 503 483

G' 8.0 9.5 10.9 12.3 13.7 15.0 16.3 17.518" S 692 618 562 518 482 454 429 409

20 G' 8.0 9.4 10.8 12.1 13.4 14.7 15.9 17.00.0358" 24" S 661 585 527 482 446 416 391 371

G' 7.9 9.3 10.7 11.9 13.2 14.4 15.5 16.630" S 643 565 506 460 423 393 368 347

G' 7.9 9.2 10.6 11.8 13.0 14.2 15.3 16.336" S 630 552 492 446 408 378 353 331

G' 7.8 9.2 10.5 11.7 12.9 14.0 15.0 16.06" S 1202 1128 1071 1025 988 958 932 884*

G' 15.9 18.8 21.6 24.3 26.9 29.5 32.0 34.412" S 1006 913 842 786 740 703 672 646

G' 15.6 18.3 20.9 23.4 25.8 28.1 30.3 32.518" S 930 830 754 695 647 608 575 548

18 G' 15.4 18.0 20.4 22.8 25.0 27.1 29.1 31.00.0474" 24" S 890 787 709 648 599 558 525 497

G' 15.2 17.7 20.1 22.3 24.4 26.3 28.1 29.930" S 865 760 681 619 569 528 494 466

G' 15.1 17.5 19.8 21.9 23.9 25.7 27.4 28.936" S 848 742 662 599 549 508 474 445

G' 15.0 17.4 19.6 21.6 23.4 25.1 26.7 28.26" S 1537 1441 1367 1308 1260 1220 1187 1159

G' 27.4 32.2 36.8 41.1 45.3 49.4 53.3 57.012" S 1288 1168 1076 1004 946 898 858 824

G' 26.6 31.0 35.1 39.0 42.6 46.1 49.3 52.418" S 1192 1064 966 889 828 777 735 700

16 G' 26.1 30.2 33.9 37.4 40.7 43.7 46.5 49.10.0598" 24" S 1141 1009 908 829 766 715 672 635

G' 25.7 29.6 33.1 36.3 39.2 41.9 44.3 46.630" S 1110 975 873 793 729 676 633 596

G' 25.4 29.1 32.4 35.4 38.0 40.4 42.6 44.636" S 1089 953 849 768 703 651 607 570

G' 25.2 28.7 31.8 34.6 37.1 39.3 41.2 43.0

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 1029 938 870 818 773* 626* 517* 435*

G' 35.1 40.2 44.8 49.1 53.0 56.6 59.9 63.012" S 864 765 691 634 590 553 517* 435*

G' 33.8 38.2 42.2 45.7 48.8 51.7 54.2 56.518" S 806 704 628 570 525 488 457 431

22 G' 33.0 37.1 40.6 43.6 46.2 48.5 50.5 52.30.0295" 24" S 776 673 596 538 492 454 424 398

G' 32.5 36.3 39.5 42.1 44.4 46.3 48.0 49.430" S 758 654 577 518 472 434 403 377

G' 32.1 35.7 38.7 41.1 43.1 44.8 46.1 47.336" S 746 641 564 505 459 421 390 364

G' 31.8 35.3 38.1 40.3 42.1 43.5 44.7 45.76" S 1257 1146 1062 998 947 836* 691* 581*

G' 52.6 59.5 65.6 71.1 76.0 80.4 84.4 88.112" S 1057 935 845 775 720 676 639 581*

G' 49.9 55.7 60.6 64.8 68.4 71.6 74.4 76.918" S 986 861 769 698 641 596 558 527

20 G' 48.4 53.4 57.6 61.0 63.8 66.2 68.2 70.00.0358" 24" S 950 823 730 658 601 556 518 486

G' 47.4 52.0 55.6 58.4 60.7 62.6 64.1 65.330" S 928 801 706 634 577 531 493 462

G' 46.7 50.9 54.1 56.6 58.5 60.0 61.1 62.036" S 914 785 691 618 561 515 477 445

G' 46.2 50.1 53.0 55.2 56.8 58.0 58.9 59.56" S 1685 1535 1422 1335 1266 1209 1052* 884*

G' 91.0 100.7 108.9 116.0 122.1 127.5 132.2 136.412" S 1420 1255 1133 1040 965 905 855 814

G' 84.3 91.5 97.3 101.9 105.8 109.0 111.6 113.918" S 1326 1157 1033 937 861 800 749 707

18 G' 80.6 86.3 90.6 93.9 96.4 98.4 99.9 101.10.0474" 24" S 1278 1108 981 884 808 746 695 652

G' 78.2 83.0 86.4 88.7 90.3 91.5 92.3 92.930" S 1249 1077 950 853 776 714 663 620

G' 76.5 80.7 83.4 85.1 86.1 86.7 87.0 87.136" S 1230 1057 929 832 755 692 641 598

G' 75.3 79.0 81.2 82.4 83.0 83.1 83.0 82.86" S 2155 1960 1815 1703 1613 1541 1480 1251*

G' 137.6 149.2 158.6 166.3 172.9 178.5 183.3 187.512" S 1819 1607 1450 1329 1234 1156 1092 1038

G' 124.3 131.7 137.2 141.4 144.7 147.3 149.3 151.018" S 1701 1484 1323 1199 1102 1023 958 903

16 G' 117.1 122.3 125.7 127.9 129.4 130.4 131.0 131.40.0598" 24" S 1640 1421 1258 1134 1035 956 890 835

G' 112.7 116.4 118.4 119.4 119.8 119.8 119.5 119.130" S 1604 1382 1219 1094 995 915 849 794

G' 109.7 112.4 113.5 113.6 113.2 112.5 111.6 110.736" S 1579 1357 1193 1067 968 888 822 766

G' 107.5 109.5 109.9 109.4 108.4 107.2 105.9 104.6

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

Calculations are based on a ''Single Span Condition''.

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

GAGE

Fy = 60 ksi and Fu = 62 ksi

TABLE 31

B80-DekAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

GAGE FACTOR

ESR-1169 | Most Widely Accepted and Trusted Page 39 of 94

Page 40: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 1061 1054 1048 1010* 798* 646* 534* 449*

G' 5.0 5.9 6.8 7.8 8.7 9.6 10.5 11.412" S 877 857 841 829 798* 646* 534* 449*

G' 4.9 5.9 6.8 7.7 8.6 9.5 10.4 11.318" S 755 726 703 686 672 646* 534* 449*

22 G' 4.9 5.8 6.8 7.7 8.5 9.4 10.3 11.10.0295" 24" S 676 640 614 593 576 562 534* 449*

G' 4.9 5.8 6.7 7.6 8.5 9.3 10.2 11.030" S 621 582 552 529 511 496 484 449*

G' 4.9 5.8 6.7 7.5 8.4 9.2 10.1 10.936" S 581 539 508 484 464 449 435 424

G' 4.8 5.7 6.6 7.5 8.3 9.2 10.0 10.86" S 1299 1291 1284 1279 1066* 864* 714* 600*

G' 7.9 9.4 10.9 12.4 13.9 15.3 16.7 18.112" S 1075 1050 1030 1016 1003 864* 714* 600*

G' 7.9 9.4 10.8 12.3 13.7 15.1 16.4 17.818" S 925 889 862 840 823 808 714* 600*

20 G' 7.8 9.3 10.7 12.1 13.5 14.8 16.2 17.40.0358" 24" S 828 784 752 726 706 689 675 600*

G' 7.8 9.2 10.6 12.0 13.3 14.6 15.9 17.230" S 760 712 676 648 626 608 592 579

G' 7.7 9.1 10.5 11.9 13.2 14.4 15.7 16.936" S 712 661 622 593 569 549 533 520

G' 7.7 9.1 10.4 11.7 13.0 14.3 15.5 16.66" S 1750 1739 1730 1723 1623* 1314* 1086* 913*

G' 15.6 18.6 21.4 24.2 27.0 29.6 32.3 34.812" S 1448 1414 1388 1368 1352 1314* 1086* 913*

G' 15.4 18.3 21.0 23.7 26.3 28.9 31.4 33.818" S 1247 1198 1161 1132 1108 1089 1073 913*

18 G' 15.3 18.0 20.7 23.3 25.8 28.2 30.5 32.80.0474" 24" S 1115 1057 1012 978 950 928 909 893

G' 15.1 17.8 20.4 22.8 25.2 27.5 29.8 31.930" S 1024 960 911 873 843 818 798 780

G' 15.0 17.6 20.1 22.4 24.7 27.0 29.1 31.136" S 958 890 838 798 766 740 718 700

G' 14.8 17.4 19.8 22.1 24.3 26.4 28.4 30.46" S 2249 2234 2223 2214 2207 1861* 1538* 1292*

G' 27.3 32.2 37.0 41.6 46.2 50.5 54.8 58.912" S 1860 1816 1783 1758 1737 1720 1538* 1292*

G' 26.7 31.4 36.0 40.3 44.5 48.6 52.5 56.318" S 1602 1539 1491 1454 1424 1399 1379 1292*

16 G' 26.2 30.7 35.0 39.2 43.1 46.8 50.5 53.90.0598" 24" S 1432 1357 1301 1257 1221 1192 1168 1147

G' 25.8 30.1 34.2 38.1 41.8 45.3 48.6 51.830" S 1316 1233 1171 1122 1083 1051 1025 1003

G' 25.4 29.6 33.5 37.2 40.6 43.9 47.0 49.936" S 1231 1143 1077 1025 984 951 923 899

G' 25.1 29.1 32.8 36.3 39.6 42.6 45.5 48.3

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 1705 1669 1319* 1010* 798* 646* 534* 449*

G' 35.4 40.9 46.1 50.9 55.4 59.6 63.6 67.312" S 1266 1205 1160 1010* 798* 646* 534* 449*

G' 34.3 39.4 44.1 48.5 52.5 56.2 59.6 62.918" S 1062 991 938 897 798* 646* 534* 449*

22 G' 33.5 38.3 42.6 46.5 50.1 53.4 56.5 59.30.0295" 24" S 947 871 815 772 737 646* 534* 449*

G' 32.8 37.3 41.3 44.9 48.2 51.1 53.8 56.330" S 875 796 737 693 658 629 534* 449*

G' 32.3 36.5 40.3 43.6 46.6 49.2 51.7 53.936" S 825 744 684 639 603 574 534* 449*

G' 31.8 35.8 39.4 42.4 45.2 47.6 49.8 51.86" S 2089 2045 1762* 1349* 1066* 864* 714* 600*

G' 53.8 61.6 68.7 75.3 81.3 86.8 91.9 96.712" S 1551 1477 1421 1349* 1066* 864* 714* 600*

G' 51.6 58.6 64.9 70.5 75.7 80.3 84.6 88.518" S 1301 1214 1149 1099 1060 864* 714* 600*

20 G' 49.9 56.2 61.8 66.8 71.3 75.3 78.9 82.20.0358" 24" S 1161 1067 998 945 903 864* 714* 600*

G' 48.6 54.4 59.4 63.8 67.7 71.2 74.3 77.130" S 1072 975 903 849 805 771 714* 600*

G' 47.5 52.9 57.4 61.4 64.9 67.9 70.6 72.936" S 1011 911 838 783 739 703 674 600*

G' 46.6 51.6 55.8 59.4 62.4 65.1 67.4 69.56" S 2814 2755 2682* 2053* 1623* 1314* 1086* 913*

G' 95.6 107.6 118.2 127.5 135.9 143.5 150.3 156.512" S 2090 1989 1914 1856 1623* 1314* 1086* 913*

G' 89.7 99.8 108.5 116.0 122.7 128.6 133.8 138.518" S 1752 1635 1548 1481 1428 1314* 1086* 913*

18 G' 85.3 94.0 101.3 107.5 112.9 117.6 121.7 125.30.0474" 24" S 1563 1438 1345 1273 1217 1171 1086* 913*

G' 82.0 89.5 95.7 100.9 105.3 109.1 112.4 115.330" S 1444 1313 1217 1143 1085 1038 999 913*

G' 79.3 86.0 91.3 95.7 99.4 102.4 105.1 107.336" S 1361 1228 1129 1054 995 947 907 874

G' 77.1 83.1 87.7 91.5 94.5 97.0 99.1 100.96" S 3615 3540 3483 2907* 2297* 1861* 1538* 1292*

G' 148.7 164.5 178.0 189.7 199.9 208.8 216.8 223.912" S 2685 2556 2459 2385 2297* 1861* 1538* 1292*

G' 136.2 148.7 159.0 167.7 175.1 181.5 187.2 192.118" S 2251 2100 1989 1902 1834 1779 1538* 1292*

16 G' 127.4 137.4 145.5 152.2 157.7 162.4 166.5 170.00.0598" 24" S 2009 1847 1728 1636 1564 1505 1456 1292*

G' 120.8 129.0 135.5 140.6 144.8 148.3 151.3 153.830" S 1855 1687 1564 1469 1394 1333 1283 1241

G' 115.7 122.5 127.7 131.7 134.9 137.5 139.6 141.336" S 1749 1577 1451 1354 1278 1216 1166 1123

G' 111.6 117.4 121.5 124.6 127.0 128.8 130.3 131.5

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

Calculations are based on a ''Single Span Condition''.

FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

Fy = 60 ksi and Fu = 62 ksi

TABLE 32

B80-DekAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

GAGE

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 40 of 94

Page 41: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 585 559 538 522 508 497 488 449*

G' 4.9 5.9 6.8 7.7 8.6 9.5 10.4 11.212" S 477 440 412 389 371 356 344 333

G' 4.9 5.8 6.7 7.6 8.5 9.3 10.1 11.018" S 432 391 360 335 316 299 286 274

22 G' 4.9 5.8 6.6 7.5 8.3 9.2 10.0 10.70.0295" 24" S 408 365 333 307 286 270 256 244

G' 4.8 5.7 6.6 7.4 8.3 9.0 9.8 10.630" S 393 349 316 289 268 251 237 225

G' 4.8 5.7 6.6 7.4 8.2 9.0 9.7 10.436" S 383 338 304 277 256 239 224 212

G' 4.8 5.7 6.5 7.3 8.1 8.9 9.6 10.36" S 715 682 657 637 620 607 595 585

G' 7.9 9.4 10.8 12.2 13.6 15.0 16.3 17.712" S 583 538 503 475 453 434 419 406

G' 7.8 9.2 10.6 12.0 13.3 14.6 15.8 17.118" S 529 479 440 410 386 366 349 335

20 G' 7.7 9.1 10.5 11.8 13.0 14.3 15.5 16.60.0358" 24" S 500 447 407 375 350 329 312 298

G' 7.7 9.0 10.4 11.6 12.8 14.0 15.1 16.230" S 481 427 386 354 328 307 289 274

G' 7.6 9.0 10.3 11.5 12.7 13.8 14.9 15.936" S 469 414 372 339 313 292 274 259

G' 7.6 8.9 10.2 11.4 12.5 13.6 14.7 15.66" S 958 914 879 852 829 811 795 782

G' 15.4 18.2 21.0 23.6 26.2 28.7 31.1 33.512" S 783 721 674 636 606 581 560 542

G' 15.1 17.8 20.4 22.8 25.2 27.4 29.6 31.718" S 711 642 590 549 517 490 467 448

18 G' 14.9 17.5 19.9 22.2 24.4 26.4 28.4 30.30.0474" 24" S 672 600 546 503 469 441 418 398

G' 14.8 17.3 19.6 21.7 23.8 25.7 27.5 29.230" S 648 574 519 475 440 412 388 368

G' 14.7 17.1 19.3 21.4 23.3 25.1 26.7 28.336" S 631 556 500 456 420 391 368 347

G' 14.6 16.9 19.1 21.1 22.9 24.6 26.1 27.66" S 1225 1167 1122 1086 1057 1033 1012 995

G' 26.7 31.3 35.8 40.1 44.2 48.1 51.9 55.612" S 1002 922 861 812 773 741 714 691

G' 25.9 30.2 34.2 38.0 41.6 45.0 48.2 51.218" S 911 822 755 702 660 625 596 572

16 G' 25.4 29.4 33.1 36.5 39.7 42.7 45.5 48.10.0598" 24" S 861 769 699 644 600 564 534 509

G' 25.0 28.8 32.3 35.4 38.3 41.0 43.4 45.630" S 831 736 664 608 563 527 496 470

G' 24.7 28.4 31.6 34.6 37.2 39.6 41.8 43.736" S 810 714 641 584 538 501 470 444

G' 24.5 28.0 31.1 33.9 36.3 38.5 40.4 42.2

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 827 766 721 685 657 634 534* 449*

G' 34.2 39.2 43.8 48.0 51.9 55.5 58.8 61.812" S 670 601 549 509 478 452 431 413

G' 33.0 37.4 41.3 44.8 47.9 50.7 53.2 55.518" S 613 541 487 446 414 388 366 348

22 G' 32.2 36.3 39.7 42.8 45.4 47.7 49.7 51.50.0295" 24" S 584 510 456 414 381 355 333 314

G' 31.7 35.5 38.7 41.4 43.6 45.6 47.3 48.730" S 566 491 437 395 361 335 313 294

G' 31.4 35.0 37.9 40.3 42.4 44.1 45.5 46.636" S 554 479 424 382 348 321 299 280

G' 31.1 34.6 37.3 39.6 41.4 42.9 44.1 45.16" S 1011 936 880 836 801 773 714* 600*

G' 51.4 58.2 64.3 69.7 74.6 79.0 83.0 86.712" S 819 734 671 622 583 552 526 504

G' 48.9 54.6 59.4 63.6 67.3 70.5 73.3 75.818" S 750 661 596 545 506 473 447 424

20 G' 47.4 52.4 56.5 59.9 62.8 65.2 67.3 69.10.0358" 24" S 714 624 558 506 466 433 407 384

G' 46.4 51.0 54.6 57.5 59.8 61.7 63.3 64.530" S 693 601 534 483 442 409 382 359

G' 45.8 50.0 53.2 55.7 57.6 59.2 60.4 61.336" S 678 586 519 467 426 393 366 343

G' 45.3 49.2 52.2 54.4 56.0 57.2 58.2 58.86" S 1354 1252 1176 1117 1070 1032 1000 913*

G' 89.2 98.8 107.0 114.1 120.2 125.6 130.4 134.612" S 1100 985 899 833 781 738 703 674

G' 82.7 90.0 95.7 100.5 104.3 107.6 110.3 112.718" S 1008 888 800 732 678 635 599 568

18 G' 79.1 84.9 89.3 92.6 95.2 97.2 98.9 100.10.0474" 24" S 961 839 749 680 626 582 545 515

G' 76.8 81.7 85.2 87.6 89.3 90.5 91.4 92.030" S 932 809 718 649 594 549 513 482

G' 75.2 79.5 82.2 84.0 85.2 85.8 86.2 86.336" S 912 789 698 628 573 528 491 460

G' 74.1 77.8 80.1 81.4 82.1 82.3 82.3 82.16" S 1729 1598 1500 1424 1363 1314 1272 1238

G' 135.2 146.8 156.2 164.1 170.7 176.3 181.2 185.412" S 1408 1259 1149 1064 997 942 897 859

G' 122.3 129.8 135.5 139.8 143.1 145.8 148.0 149.718" S 1292 1138 1024 936 867 811 765 726

16 G' 115.4 120.7 124.2 126.6 128.1 129.2 129.9 130.40.0598" 24" S 1232 1076 960 871 801 744 697 658

G' 111.1 115.0 117.1 118.2 118.7 118.8 118.6 118.330" S 1196 1038 921 831 761 704 657 617

G' 108.1 111.0 112.3 112.5 112.3 111.6 110.9 110.036" S 1171 1012 895 805 734 677 629 590

G' 106.0 108.2 108.7 108.4 107.5 106.4 105.2 103.9

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

B-Dek ESTABLE 33

Allowable Diaphragm Shear SUPPORT CONNECTION:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

ESR-1169 | Most Widely Accepted and Trusted Page 41 of 94

Page 42: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 778 773 769 766 763 646* 534* 449*

G' 5.0 5.9 6.8 7.8 8.7 9.6 10.5 11.412" S 643 628 617 608 601 595 534* 449*

G' 4.9 5.9 6.8 7.7 8.6 9.5 10.4 11.318" S 554 532 516 503 493 484 477 449*

22 G' 4.9 5.8 6.8 7.7 8.5 9.4 10.3 11.10.0295" 24" S 496 470 450 435 423 412 404 397

G' 4.9 5.8 6.7 7.6 8.5 9.3 10.2 11.030" S 455 427 405 388 375 364 355 347

G' 4.9 5.8 6.7 7.5 8.4 9.2 10.1 10.936" S 426 396 373 355 341 329 319 311

G' 4.8 5.7 6.6 7.5 8.3 9.2 10.0 10.86" S 953 947 942 938 935 864* 714* 600*

G' 7.9 9.4 10.9 12.4 13.9 15.3 16.7 18.112" S 788 770 756 745 736 729 714* 600*

G' 7.9 9.4 10.8 12.3 13.7 15.1 16.4 17.818" S 679 652 632 616 603 593 584 577

20 G' 7.8 9.3 10.7 12.1 13.5 14.8 16.2 17.40.0358" 24" S 607 575 551 533 518 505 495 486

G' 7.8 9.2 10.6 12.0 13.3 14.6 15.9 17.230" S 558 523 496 476 459 446 434 425

G' 7.7 9.1 10.5 11.9 13.2 14.4 15.7 16.936" S 522 485 456 435 417 403 391 381

G' 7.7 9.1 10.4 11.7 13.0 14.3 15.5 16.66" S 1284 1275 1269 1264 1260 1256 1086* 913*

G' 15.6 18.6 21.4 24.2 27.0 29.6 32.3 34.812" S 1062 1037 1018 1003 991 982 973 913*

G' 15.4 18.3 21.0 23.7 26.3 28.9 31.4 33.818" S 914 878 851 830 813 799 787 777

18 G' 15.3 18.0 20.7 23.3 25.8 28.2 30.5 32.80.0474" 24" S 818 775 743 717 697 681 667 655

G' 15.1 17.8 20.4 22.8 25.2 27.5 29.8 31.930" S 751 704 668 641 618 600 585 572

G' 15.0 17.6 20.1 22.4 24.7 27.0 29.1 31.136" S 703 653 615 585 562 543 527 514

G' 14.8 17.4 19.8 22.1 24.3 26.4 28.4 30.46" S 1649 1638 1630 1624 1618 1614 1538* 1292*

G' 27.3 32.2 37.0 41.6 46.2 50.5 54.8 58.912" S 1364 1332 1308 1289 1274 1261 1251 1242

G' 26.7 31.4 36.0 40.3 44.5 48.6 52.5 56.318" S 1175 1129 1094 1066 1044 1026 1011 998

16 G' 26.2 30.7 35.0 39.2 43.1 46.8 50.5 53.90.0598" 24" S 1051 996 954 922 896 874 857 842

G' 25.8 30.1 34.2 38.1 41.8 45.3 48.6 51.830" S 965 904 859 823 794 771 752 735

G' 25.4 29.6 33.5 37.2 40.6 43.9 47.0 49.936" S 903 838 790 752 722 697 677 660

G' 25.1 29.1 32.8 36.3 39.6 42.6 45.5 48.3

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 1250 1224 1205 1010* 798* 646* 534* 449*

G' 35.4 40.9 46.1 50.9 55.4 59.6 63.6 67.312" S 929 884 851 825 798* 646* 534* 449*

G' 34.3 39.4 44.1 48.5 52.5 56.2 59.6 62.918" S 779 727 688 658 634 615 534* 449*

22 G' 33.5 38.3 42.6 46.5 50.1 53.4 56.5 59.30.0295" 24" S 695 639 598 566 541 521 504 449*

G' 32.8 37.3 41.3 44.9 48.2 51.1 53.8 56.330" S 642 584 541 508 482 461 444 430

G' 32.3 36.5 40.3 43.6 46.6 49.2 51.7 53.936" S 605 546 502 469 442 421 403 389

G' 31.8 35.8 39.4 42.4 45.2 47.6 49.8 51.86" S 1532 1500 1476 1349* 1066* 864* 714* 600*

G' 53.8 61.6 68.7 75.3 81.3 86.8 91.9 96.712" S 1138 1083 1042 1011 985 864* 714* 600*

G' 51.6 58.6 64.9 70.5 75.7 80.3 84.6 88.518" S 954 890 843 806 777 754 714* 600*

20 G' 49.9 56.2 61.8 66.8 71.3 75.3 78.9 82.20.0358" 24" S 851 783 732 693 663 638 617 600*

G' 48.6 54.4 59.4 63.8 67.7 71.2 74.3 77.130" S 786 715 663 623 591 565 544 526

G' 47.5 52.9 57.4 61.4 64.9 67.9 70.6 72.936" S 741 669 615 574 542 516 494 476

G' 46.6 51.6 55.8 59.4 62.4 65.1 67.4 69.56" S 2064 2021 1988 1963 1623* 1314* 1086* 913*

G' 95.6 107.6 118.2 127.5 135.9 143.5 150.3 156.512" S 1533 1459 1404 1361 1327 1300 1086* 913*

G' 89.7 99.8 108.5 116.0 122.7 128.6 133.8 138.518" S 1285 1199 1135 1086 1047 1015 989 913*

18 G' 85.3 94.0 101.3 107.5 112.9 117.6 121.7 125.30.0474" 24" S 1147 1054 986 934 893 859 831 808

G' 82.0 89.5 95.7 100.9 105.3 109.1 112.4 115.330" S 1059 963 893 839 796 761 733 709

G' 79.3 86.0 91.3 95.7 99.4 102.4 105.1 107.336" S 998 900 828 773 730 694 665 641

G' 77.1 83.1 87.7 91.5 94.5 97.0 99.1 100.96" S 2651 2596 2555 2522 2297* 1861* 1538* 1292*

G' 148.7 164.5 178.0 189.7 199.9 208.8 216.8 223.912" S 1969 1874 1804 1749 1705 1670 1538* 1292*

G' 136.2 148.7 159.0 167.7 175.1 181.5 187.2 192.118" S 1651 1540 1458 1395 1345 1304 1271 1243

16 G' 127.4 137.4 145.5 152.2 157.7 162.4 166.5 170.00.0598" 24" S 1473 1355 1267 1200 1147 1104 1068 1038

G' 120.8 129.0 135.5 140.6 144.8 148.3 151.3 153.830" S 1360 1237 1147 1077 1022 978 941 911

G' 115.7 122.5 127.7 131.7 134.9 137.5 139.6 141.336" S 1283 1157 1064 993 937 892 855 824

G' 111.6 117.4 121.5 124.6 127.0 128.8 130.3 131.5

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

TABLE 34

B-Dek ESAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 42 of 94

Page 43: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 733 689 655 628 606 588 534* 449*

G' 4.9 5.9 6.8 7.7 8.6 9.5 10.4 11.212" S 612 556 514 480 453 430 412 396

G' 4.9 5.8 6.7 7.6 8.5 9.3 10.1 11.018" S 565 505 460 424 395 371 352 335

22 G' 4.9 5.8 6.6 7.5 8.3 9.2 10.0 10.70.0295" 24" S 540 478 431 394 365 340 320 303

G' 4.8 5.7 6.6 7.4 8.3 9.0 9.8 10.630" S 525 462 414 376 346 322 301 284

G' 4.8 5.7 6.6 7.4 8.2 9.0 9.7 10.436" S 515 451 402 364 334 309 288 271

G' 4.8 5.7 6.5 7.3 8.1 8.9 9.6 10.36" S 896 842 800 766 739 717 698 600*

G' 7.9 9.4 10.8 12.2 13.6 15.0 16.3 17.712" S 749 680 628 586 553 525 503 483

G' 7.8 9.2 10.6 12.0 13.3 14.6 15.8 17.118" S 692 618 562 518 482 454 429 409

20 G' 7.7 9.1 10.5 11.8 13.0 14.3 15.5 16.60.0358" 24" S 661 585 527 482 446 416 391 371

G' 7.7 9.0 10.4 11.6 12.8 14.0 15.1 16.230" S 643 565 506 460 423 393 368 347

G' 7.6 9.0 10.3 11.5 12.7 13.8 14.9 15.936" S 630 552 492 446 408 378 353 331

G' 7.6 8.9 10.2 11.4 12.5 13.6 14.7 15.66" S 1202 1128 1071 1025 988 958 932 910

G' 15.4 18.2 21.0 23.6 26.2 28.7 31.1 33.512" S 1006 913 842 786 740 703 672 646

G' 15.1 17.8 20.4 22.8 25.2 27.4 29.6 31.718" S 930 830 754 695 647 608 575 548

18 G' 14.9 17.5 19.9 22.2 24.4 26.4 28.4 30.30.0474" 24" S 890 787 709 648 599 558 525 497

G' 14.8 17.3 19.6 21.7 23.8 25.7 27.5 29.230" S 865 760 681 619 569 528 494 466

G' 14.7 17.1 19.3 21.4 23.3 25.1 26.7 28.336" S 848 742 662 599 549 508 474 445

G' 14.6 16.9 19.1 21.1 22.9 24.6 26.1 27.66" S 1537 1441 1367 1308 1260 1220 1187 1159

G' 26.7 31.3 35.8 40.1 44.2 48.1 51.9 55.612" S 1288 1168 1076 1004 946 898 858 824

G' 25.9 30.2 34.2 38.0 41.6 45.0 48.2 51.218" S 1192 1064 966 889 828 777 735 700

16 G' 25.4 29.4 33.1 36.5 39.7 42.7 45.5 48.10.0598" 24" S 1141 1009 908 829 766 715 672 635

G' 25.0 28.8 32.3 35.4 38.3 41.0 43.4 45.630" S 1110 975 873 793 729 676 633 596

G' 24.7 28.4 31.6 34.6 37.2 39.6 41.8 43.736" S 1089 953 849 768 703 651 607 570

G' 24.5 28.0 31.1 33.9 36.3 38.5 40.4 42.2

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 1029 938 870 818 776 646* 534* 449*

G' 34.2 39.2 43.8 48.0 51.9 55.5 58.8 61.812" S 864 765 691 634 590 553 523 449*

G' 33.0 37.4 41.3 44.8 47.9 50.7 53.2 55.518" S 806 704 628 570 525 488 457 431

22 G' 32.2 36.3 39.7 42.8 45.4 47.7 49.7 51.50.0295" 24" S 776 673 596 538 492 454 424 398

G' 31.7 35.5 38.7 41.4 43.6 45.6 47.3 48.730" S 758 654 577 518 472 434 403 377

G' 31.4 35.0 37.9 40.3 42.4 44.1 45.5 46.636" S 746 641 564 505 459 421 390 364

G' 31.1 34.6 37.3 39.6 41.4 42.9 44.1 45.16" S 1257 1146 1062 998 947 864* 714* 600*

G' 51.4 58.2 64.3 69.7 74.6 79.0 83.0 86.712" S 1057 935 845 775 720 676 639 600*

G' 48.9 54.6 59.4 63.6 67.3 70.5 73.3 75.818" S 986 861 769 698 641 596 558 527

20 G' 47.4 52.4 56.5 59.9 62.8 65.2 67.3 69.10.0358" 24" S 950 823 730 658 601 556 518 486

G' 46.4 51.0 54.6 57.5 59.8 61.7 63.3 64.530" S 928 801 706 634 577 531 493 462

G' 45.8 50.0 53.2 55.7 57.6 59.2 60.4 61.336" S 914 785 691 618 561 515 477 445

G' 45.3 49.2 52.2 54.4 56.0 57.2 58.2 58.86" S 1685 1535 1422 1335 1266 1209 1086* 913*

G' 89.2 98.8 107.0 114.1 120.2 125.6 130.4 134.612" S 1420 1255 1133 1040 965 905 855 814

G' 82.7 90.0 95.7 100.5 104.3 107.6 110.3 112.718" S 1326 1157 1033 937 861 800 749 707

18 G' 79.1 84.9 89.3 92.6 95.2 97.2 98.9 100.10.0474" 24" S 1278 1108 981 884 808 746 695 652

G' 76.8 81.7 85.2 87.6 89.3 90.5 91.4 92.030" S 1249 1077 950 853 776 714 663 620

G' 75.2 79.5 82.2 84.0 85.2 85.8 86.2 86.336" S 1230 1057 929 832 755 692 641 598

G' 74.1 77.8 80.1 81.4 82.1 82.3 82.3 82.16" S 2155 1960 1815 1703 1613 1541 1480 1292*

G' 135.2 146.8 156.2 164.1 170.7 176.3 181.2 185.412" S 1819 1607 1450 1329 1234 1156 1092 1038

G' 122.3 129.8 135.5 139.8 143.1 145.8 148.0 149.718" S 1701 1484 1323 1199 1102 1023 958 903

16 G' 115.4 120.7 124.2 126.6 128.1 129.2 129.9 130.40.0598" 24" S 1640 1421 1258 1134 1035 956 890 835

G' 111.1 115.0 117.1 118.2 118.7 118.8 118.6 118.330" S 1604 1382 1219 1094 995 915 849 794

G' 108.1 111.0 112.3 112.5 112.3 111.6 110.9 110.036" S 1579 1357 1193 1067 968 888 822 766

G' 106.0 108.2 108.7 108.4 107.5 106.4 105.2 103.9

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

Calculations are based on a ''Single Span Condition''.

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

GAGE

Fy = 60 ksi and Fu = 62 ksi

TABLE 35

B80-Dek ESAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

GAGE FACTOR

ESR-1169 | Most Widely Accepted and Trusted Page 43 of 94

Page 44: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 1061 1054 1048 1010* 798* 646* 534* 449*

G' 5.0 5.9 6.8 7.8 8.7 9.6 10.5 11.412" S 877 857 841 829 798* 646* 534* 449*

G' 4.9 5.9 6.8 7.7 8.6 9.5 10.4 11.318" S 755 726 703 686 672 646* 534* 449*

22 G' 4.9 5.8 6.8 7.7 8.5 9.4 10.3 11.10.0295" 24" S 676 640 614 593 576 562 534* 449*

G' 4.9 5.8 6.7 7.6 8.5 9.3 10.2 11.030" S 621 582 552 529 511 496 484 449*

G' 4.9 5.8 6.7 7.5 8.4 9.2 10.1 10.936" S 581 539 508 484 464 449 435 424

G' 4.8 5.7 6.6 7.5 8.3 9.2 10.0 10.86" S 1299 1291 1284 1279 1066* 864* 714* 600*

G' 7.9 9.4 10.9 12.4 13.9 15.3 16.7 18.112" S 1075 1050 1030 1016 1003 864* 714* 600*

G' 7.9 9.4 10.8 12.3 13.7 15.1 16.4 17.818" S 925 889 862 840 823 808 714* 600*

20 G' 7.8 9.3 10.7 12.1 13.5 14.8 16.2 17.40.0358" 24" S 828 784 752 726 706 689 675 600*

G' 7.8 9.2 10.6 12.0 13.3 14.6 15.9 17.230" S 760 712 676 648 626 608 592 579

G' 7.7 9.1 10.5 11.9 13.2 14.4 15.7 16.936" S 712 661 622 593 569 549 533 520

G' 7.7 9.1 10.4 11.7 13.0 14.3 15.5 16.66" S 1750 1739 1730 1723 1623* 1314* 1086* 913*

G' 15.6 18.6 21.4 24.2 27.0 29.6 32.3 34.812" S 1448 1414 1388 1368 1352 1314* 1086* 913*

G' 15.4 18.3 21.0 23.7 26.3 28.9 31.4 33.818" S 1247 1198 1161 1132 1108 1089 1073 913*

18 G' 15.3 18.0 20.7 23.3 25.8 28.2 30.5 32.80.0474" 24" S 1115 1057 1012 978 950 928 909 893

G' 15.1 17.8 20.4 22.8 25.2 27.5 29.8 31.930" S 1024 960 911 873 843 818 798 780

G' 15.0 17.6 20.1 22.4 24.7 27.0 29.1 31.136" S 958 890 838 798 766 740 718 700

G' 14.8 17.4 19.8 22.1 24.3 26.4 28.4 30.46" S 2249 2234 2223 2214 2207 1861* 1538* 1292*

G' 27.3 32.2 37.0 41.6 46.2 50.5 54.8 58.912" S 1860 1816 1783 1758 1737 1720 1538* 1292*

G' 26.7 31.4 36.0 40.3 44.5 48.6 52.5 56.318" S 1602 1539 1491 1454 1424 1399 1379 1292*

16 G' 26.2 30.7 35.0 39.2 43.1 46.8 50.5 53.90.0598" 24" S 1432 1357 1301 1257 1221 1192 1168 1147

G' 25.8 30.1 34.2 38.1 41.8 45.3 48.6 51.830" S 1316 1233 1171 1122 1083 1051 1025 1003

G' 25.4 29.6 33.5 37.2 40.6 43.9 47.0 49.936" S 1231 1143 1077 1025 984 951 923 899

G' 25.1 29.1 32.8 36.3 39.6 42.6 45.5 48.3

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 1705 1669 1319* 1010* 798* 646* 534* 449*

G' 35.4 40.9 46.1 50.9 55.4 59.6 63.6 67.312" S 1266 1205 1160 1010* 798* 646* 534* 449*

G' 34.3 39.4 44.1 48.5 52.5 56.2 59.6 62.918" S 1062 991 938 897 798* 646* 534* 449*

22 G' 33.5 38.3 42.6 46.5 50.1 53.4 56.5 59.30.0295" 24" S 947 871 815 772 737 646* 534* 449*

G' 32.8 37.3 41.3 44.9 48.2 51.1 53.8 56.330" S 875 796 737 693 658 629 534* 449*

G' 32.3 36.5 40.3 43.6 46.6 49.2 51.7 53.936" S 825 744 684 639 603 574 534* 449*

G' 31.8 35.8 39.4 42.4 45.2 47.6 49.8 51.86" S 2089 2045 1762* 1349* 1066* 864* 714* 600*

G' 53.8 61.6 68.7 75.3 81.3 86.8 91.9 96.712" S 1551 1477 1421 1349* 1066* 864* 714* 600*

G' 51.6 58.6 64.9 70.5 75.7 80.3 84.6 88.518" S 1301 1214 1149 1099 1060 864* 714* 600*

20 G' 49.9 56.2 61.8 66.8 71.3 75.3 78.9 82.20.0358" 24" S 1161 1067 998 945 903 864* 714* 600*

G' 48.6 54.4 59.4 63.8 67.7 71.2 74.3 77.130" S 1072 975 903 849 805 771 714* 600*

G' 47.5 52.9 57.4 61.4 64.9 67.9 70.6 72.936" S 1011 911 838 783 739 703 674 600*

G' 46.6 51.6 55.8 59.4 62.4 65.1 67.4 69.56" S 2814 2755 2682* 2053* 1623* 1314* 1086* 913*

G' 95.6 107.6 118.2 127.5 135.9 143.5 150.3 156.512" S 2090 1989 1914 1856 1623* 1314* 1086* 913*

G' 89.7 99.8 108.5 116.0 122.7 128.6 133.8 138.518" S 1752 1635 1548 1481 1428 1314* 1086* 913*

18 G' 85.3 94.0 101.3 107.5 112.9 117.6 121.7 125.30.0474" 24" S 1563 1438 1345 1273 1217 1171 1086* 913*

G' 82.0 89.5 95.7 100.9 105.3 109.1 112.4 115.330" S 1444 1313 1217 1143 1085 1038 999 913*

G' 79.3 86.0 91.3 95.7 99.4 102.4 105.1 107.336" S 1361 1228 1129 1054 995 947 907 874

G' 77.1 83.1 87.7 91.5 94.5 97.0 99.1 100.96" S 3615 3540 3483 2907* 2297* 1861* 1538* 1292*

G' 148.7 164.5 178.0 189.7 199.9 208.8 216.8 223.912" S 2685 2556 2459 2385 2297* 1861* 1538* 1292*

G' 136.2 148.7 159.0 167.7 175.1 181.5 187.2 192.118" S 2251 2100 1989 1902 1834 1779 1538* 1292*

16 G' 127.4 137.4 145.5 152.2 157.7 162.4 166.5 170.00.0598" 24" S 2009 1847 1728 1636 1564 1505 1456 1292*

G' 120.8 129.0 135.5 140.6 144.8 148.3 151.3 153.830" S 1855 1687 1564 1469 1394 1333 1283 1241

G' 115.7 122.5 127.7 131.7 134.9 137.5 139.6 141.336" S 1749 1577 1451 1354 1278 1216 1166 1123

G' 111.6 117.4 121.5 124.6 127.0 128.8 130.3 131.5

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

Calculations are based on a ''Single Span Condition''.

FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

Fy = 60 ksi and Fu = 62 ksi

TABLE 36

B80-Dek ESAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

GAGE

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 44 of 94

Page 45: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 650 614 587 566 549 535 524 452*

G' 4.9 5.9 6.8 7.7 8.6 9.5 10.4 11.212" S 510 466 432 406 386 369 355 344

G' 4.9 5.8 6.7 7.6 8.5 9.3 10.1 11.018" S 457 409 374 346 325 307 293 280

22 G' 4.9 5.8 6.6 7.5 8.3 9.2 10.0 10.70.0295" 24" S 429 380 343 315 293 275 260 248

G' 4.8 5.7 6.6 7.4 8.3 9.0 9.8 10.630" S 411 361 325 296 274 256 240 228

G' 4.8 5.7 6.6 7.4 8.2 9.0 9.7 10.436" S 400 349 312 283 261 242 227 215

G' 4.8 5.7 6.5 7.3 8.1 8.9 9.6 10.36" S 793 749 716 690 669 652 638 604*

G' 7.9 9.4 10.8 12.2 13.6 15.0 16.3 17.712" S 624 569 528 496 471 450 433 419

G' 7.8 9.2 10.6 12.0 13.3 14.6 15.8 17.118" S 558 500 457 423 397 375 357 342

20 G' 7.7 9.1 10.5 11.8 13.0 14.3 15.5 16.60.0358" 24" S 524 464 420 385 358 336 318 302

G' 7.7 9.0 10.4 11.6 12.8 14.0 15.1 16.230" S 503 442 397 362 335 312 294 278

G' 7.6 9.0 10.3 11.5 12.7 13.8 14.9 15.936" S 489 427 382 347 319 296 278 262

G' 7.6 8.9 10.2 11.4 12.5 13.6 14.7 15.66" S 1062 1002 957 922 894 870 851 835

G' 15.4 18.2 21.0 23.6 26.2 28.7 31.1 33.512" S 836 762 707 664 630 602 579 559

G' 15.1 17.8 20.4 22.8 25.2 27.4 29.6 31.718" S 750 671 612 567 531 502 478 457

18 G' 14.9 17.5 19.9 22.2 24.4 26.4 28.4 30.30.0474" 24" S 705 624 563 517 480 450 426 405

G' 14.8 17.3 19.6 21.7 23.8 25.7 27.5 29.230" S 677 594 533 486 449 419 394 373

G' 14.7 17.1 19.3 21.4 23.3 25.1 26.7 28.336" S 658 575 513 466 428 398 373 352

G' 14.6 16.9 19.1 21.1 22.9 24.6 26.1 27.66" S 1356 1279 1220 1174 1138 1108 1083 1061

G' 26.7 31.3 35.8 40.1 44.2 48.1 51.9 55.612" S 1070 974 902 847 803 767 737 712

G' 25.9 30.2 34.2 38.0 41.6 45.0 48.2 51.218" S 961 859 783 725 678 641 610 583

16 G' 25.4 29.4 33.1 36.5 39.7 42.7 45.5 48.10.0598" 24" S 903 799 721 661 614 576 544 517

G' 25.0 28.8 32.3 35.4 38.3 41.0 43.4 45.630" S 868 762 683 623 575 536 504 477

G' 24.7 28.4 31.6 34.6 37.2 39.6 41.8 43.736" S 845 737 658 597 548 509 477 450

G' 24.5 28.0 31.1 33.9 36.3 38.5 40.4 42.2

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 852 786 737 699 669 645 538* 452*

G' 34.2 39.2 43.8 48.0 51.9 55.5 58.8 61.812" S 683 610 556 515 482 456 434 416

G' 33.0 37.4 41.3 44.8 47.9 50.7 53.2 55.518" S 623 548 492 450 417 390 368 349

22 G' 32.2 36.3 39.7 42.8 45.4 47.7 49.7 51.50.0295" 24" S 592 516 460 417 384 356 334 316

G' 31.7 35.5 38.7 41.4 43.6 45.6 47.3 48.730" S 573 496 440 397 363 336 314 295

G' 31.4 35.0 37.9 40.3 42.4 44.1 45.5 46.636" S 561 484 427 384 350 323 300 281

G' 31.1 34.6 37.3 39.6 41.4 42.9 44.1 45.16" S 1041 959 899 853 816 786 719* 604*

G' 51.4 58.2 64.3 69.7 74.6 79.0 83.0 86.712" S 835 745 679 629 589 557 530 508

G' 48.9 54.6 59.4 63.6 67.3 70.5 73.3 75.818" S 762 670 602 550 509 476 449 427

20 G' 47.4 52.4 56.5 59.9 62.8 65.2 67.3 69.10.0358" 24" S 725 631 562 510 469 436 408 385

G' 46.4 51.0 54.6 57.5 59.8 61.7 63.3 64.530" S 702 608 539 486 445 411 384 361

G' 45.8 50.0 53.2 55.7 57.6 59.2 60.4 61.336" S 687 592 523 470 428 395 367 344

G' 45.3 49.2 52.2 54.4 56.0 57.2 58.2 58.86" S 1394 1284 1202 1139 1090 1049 1016 920*

G' 89.2 98.8 107.0 114.1 120.2 125.6 130.4 134.612" S 1121 1000 910 842 788 745 709 679

G' 82.7 90.0 95.7 100.5 104.3 107.6 110.3 112.718" S 1024 899 808 738 683 638 602 571

18 G' 79.1 84.9 89.3 92.6 95.2 97.2 98.9 100.10.0474" 24" S 975 848 756 685 629 585 548 517

G' 76.8 81.7 85.2 87.6 89.3 90.5 91.4 92.030" S 945 817 724 653 597 552 515 484

G' 75.2 79.5 82.2 84.0 85.2 85.8 86.2 86.336" S 924 796 703 632 575 530 493 462

G' 74.1 77.8 80.1 81.4 82.1 82.3 82.3 82.16" S 1780 1638 1532 1451 1387 1335 1292 1256

G' 135.2 146.8 156.2 164.1 170.7 176.3 181.2 185.412" S 1435 1278 1163 1076 1006 950 904 865

G' 122.3 129.8 135.5 139.8 143.1 145.8 148.0 149.718" S 1312 1152 1034 944 873 816 769 729

16 G' 115.4 120.7 124.2 126.6 128.1 129.2 129.9 130.40.0598" 24" S 1250 1087 968 877 806 748 700 661

G' 111.1 115.0 117.1 118.2 118.7 118.8 118.6 118.330" S 1212 1048 928 837 765 707 659 619

G' 108.1 111.0 112.3 112.5 112.3 111.6 110.9 110.036" S 1187 1022 902 810 738 679 632 591

G' 106.0 108.2 108.7 108.4 107.5 106.4 105.2 103.9

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

GAGE

TABLE 37

B-Dek ES InterlockingAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

ESR-1169 | Most Widely Accepted and Trusted Page 45 of 94

Page 46: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 1002 987 976 967 804* 651* 538* 452*

G' 5.0 5.9 6.9 7.8 8.7 9.6 10.5 11.412" S 843 811 785 764 748 651* 538* 452*

G' 4.9 5.9 6.8 7.7 8.6 9.5 10.4 11.318" S 753 710 677 650 628 609 538* 452*

22 G' 4.9 5.9 6.8 7.7 8.6 9.5 10.4 11.20.0295" 24" S 698 649 611 580 555 535 517 452*

G' 4.9 5.9 6.8 7.7 8.6 9.4 10.3 11.130" S 662 608 567 534 508 486 467 451

G' 4.9 5.8 6.8 7.6 8.5 9.4 10.2 11.136" S 635 580 536 502 474 451 432 415

G' 4.9 5.8 6.7 7.6 8.5 9.3 10.2 11.06" S 1227 1209 1196 1185 1074* 870* 719* 604*

G' 7.9 9.5 11.0 12.4 13.9 15.3 16.7 18.112" S 1033 993 962 936 916 870* 719* 604*

G' 7.9 9.4 10.9 12.3 13.7 15.1 16.5 17.918" S 923 870 829 796 769 747 719* 604*

20 G' 7.9 9.4 10.8 12.2 13.6 15.0 16.3 17.60.0358" 24" S 856 795 748 711 680 655 634 604*

G' 7.9 9.3 10.8 12.2 13.5 14.9 16.2 17.430" S 810 745 695 655 622 595 572 553

G' 7.8 9.3 10.7 12.1 13.5 14.8 16.0 17.336" S 778 710 657 615 581 553 529 509

G' 7.8 9.3 10.7 12.1 13.4 14.7 15.9 17.26" S 1653 1629 1611 1596 1584 1325* 1095* 920*

G' 15.7 18.6 21.5 24.3 27.0 29.7 32.3 34.912" S 1391 1338 1295 1261 1234 1210 1095* 920*

G' 15.6 18.4 21.2 23.9 26.5 29.1 31.6 34.118" S 1243 1172 1117 1072 1036 1006 980 920*

18 G' 15.5 18.3 21.0 23.6 26.2 28.6 31.0 33.40.0474" 24" S 1152 1071 1008 957 916 882 854 829

G' 15.4 18.2 20.8 23.4 25.9 28.3 30.6 32.830" S 1092 1004 936 882 838 801 771 745

G' 15.4 18.1 20.7 23.2 25.6 28.0 30.2 32.336" S 1049 956 885 828 782 744 712 686

G' 15.3 18.0 20.6 23.1 25.4 27.7 29.9 31.96" S 2124 2093 2069 2050 2035 1876* 1550* 1303*

G' 27.4 32.3 37.1 41.8 46.3 50.7 55.0 59.212" S 1788 1718 1664 1621 1585 1555 1530 1303*

G' 27.0 31.8 36.4 40.8 45.1 49.2 53.2 57.018" S 1597 1506 1435 1378 1331 1292 1259 1232

16 G' 26.8 31.4 35.9 40.1 44.2 48.0 51.7 55.30.0598" 24" S 1481 1376 1295 1230 1177 1134 1097 1065

G' 26.6 31.1 35.4 39.5 43.4 47.1 50.6 53.930" S 1403 1290 1202 1133 1076 1029 990 957

G' 26.5 30.9 35.1 39.1 42.8 46.3 49.6 52.836" S 1347 1229 1137 1064 1005 956 915 881

G' 26.4 30.7 34.8 38.7 42.3 45.7 48.8 51.8

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 1424 1335 1272 1017* 804* 651* 538* 452*

G' 35.6 41.2 46.4 51.2 55.7 60.0 64.0 67.712" S 1135 1065 1012 971 804* 651* 538* 452*

G' 34.9 40.1 45.0 49.4 53.5 57.2 60.8 64.018" S 995 914 854 806 769 651* 538* 452*

22 G' 34.4 39.4 44.0 48.1 51.8 55.3 58.4 61.30.0295" 24" S 917 831 767 717 677 644 538* 452*

G' 34.1 38.9 43.3 47.1 50.6 53.8 56.7 59.330" S 868 779 712 661 620 586 538* 452*

G' 33.9 38.6 42.7 46.4 49.7 52.6 55.3 57.636" S 834 743 675 623 581 547 518 452*

G' 33.7 38.3 42.3 45.8 48.9 51.7 54.1 56.36" S 1745 1636 1558 1359* 1074* 870* 719* 604*

G' 54.2 62.1 69.3 75.9 81.9 87.5 92.6 97.412" S 1391 1305 1240 1189 1074* 870* 719* 604*

G' 52.8 60.0 66.5 72.3 77.5 82.3 86.7 90.618" S 1219 1120 1046 988 942 870* 719* 604*

20 G' 51.8 58.6 64.5 69.8 74.5 78.6 82.4 85.80.0358" 24" S 1123 1018 940 878 829 790 719* 604*

G' 51.2 57.6 63.1 68.0 72.2 75.9 79.2 82.230" S 1063 954 873 810 759 718 684 604*

G' 50.7 56.8 62.1 66.6 70.5 73.8 76.8 79.336" S 1022 910 827 763 711 670 635 604*

G' 50.3 56.2 61.2 65.5 69.1 72.1 74.8 77.16" S 2351 2204 2099 2021 1635* 1325* 1095* 920*

G' 96.8 109.0 119.6 129.1 137.5 145.1 152.0 158.212" S 1874 1758 1670 1602 1546 1325* 1095* 920*

G' 92.9 103.4 112.4 120.2 127.0 133.0 138.3 143.118" S 1641 1509 1409 1331 1269 1218 1095* 920*

18 G' 90.3 99.8 107.7 114.3 120.0 124.8 129.1 132.80.0474" 24" S 1513 1372 1266 1183 1117 1064 1019 920*

G' 88.6 97.3 104.3 110.1 114.9 119.0 122.4 125.330" S 1432 1286 1176 1091 1023 968 922 883

G' 87.4 95.4 101.8 107.0 111.1 114.5 117.3 119.736" S 1376 1226 1114 1027 958 902 856 816

G' 86.4 94.0 99.9 104.5 108.1 111.0 113.4 115.36" S 3021 2832 2697 2596 2315* 1876* 1550* 1303*

G' 151.3 167.3 181.0 192.7 202.9 211.9 219.9 226.912" S 2407 2259 2146 2058 1987 1876* 1550* 1303*

G' 142.8 155.9 166.6 175.5 183.1 189.5 195.1 199.918" S 2109 1939 1810 1710 1630 1564 1510 1303*

16 G' 137.6 148.7 157.4 164.5 170.2 175.0 179.0 182.40.0598" 24" S 1944 1763 1626 1520 1435 1366 1309 1261

G' 134.0 143.7 151.1 156.8 161.3 164.8 167.7 170.030" S 1840 1652 1511 1401 1314 1243 1184 1135

G' 131.5 140.1 146.5 151.2 154.6 157.3 159.3 160.836" S 1768 1576 1432 1320 1231 1159 1099 1049

G' 129.5 137.4 142.9 146.8 149.6 151.5 152.8 153.8

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

TABLE 38

B-Dek ES InterlockingAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 46 of 94

Page 47: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Button punch G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 477 427 389 360 337 318 302 289

G' 4.8 5.6 6.5 7.3 8.0 8.7 9.4 10.112" S 422 368 329 298 274 254 238 225

G' 4.8 5.6 6.4 7.2 7.9 8.6 9.2 9.818" S 403 348 308 277 253 233 216 202

22 G' 4.7 5.6 6.4 7.1 7.8 8.5 9.1 9.70.0295" 24" S 393 338 298 266 242 222 205 191

G' 4.7 5.6 6.4 7.1 7.8 8.4 9.0 9.630" S 387 332 291 260 235 215 198 185

G' 4.7 5.6 6.4 7.1 7.8 8.4 9.0 9.536" S 383 328 287 256 231 211 194 180

G' 4.7 5.6 6 7.1 7.8 8.4 9.0 9.56" S 608 548 503 469 441 419 400 384

G' 7.6 8.9 10.1 11.3 12.4 13.4 14.4 15.312" S 528 464 416 379 350 326 306 290

G' 7.5 8.8 10.0 11.1 12.1 13.0 13.9 14.618" S 500 434 386 348 318 294 274 258

20 G' 7.5 8.8 10.0 11.0 12.0 12.9 13.7 14.40.0358" 24" S 486 419 370 332 302 278 258 241

G' 7.5 8.8 9.9 11.0 11.9 12.8 13.5 14.230" S 477 410 361 323 293 268 248 231

G' 7.5 8.8 9.9 10.9 11.9 12.7 13.5 14.136" S 471 404 355 316 286 262 242 225

G' 7.5 8.7 9.9 10.9 11.9 12.7 13.4 14.06" S 874 798 741 696 661 632 608 588

G' 14.6 16.9 19.0 20.9 22.6 24.1 25.5 26.712" S 738 654 591 543 505 474 448 426

G' 14.5 16.6 18.6 20.3 21.8 23.0 24.1 25.118" S 690 603 539 489 450 418 392 370

18 G' 14.4 16.5 18.4 20.0 21.4 22.6 23.6 24.40.0474" 24" S 665 577 512 462 422 390 364 342

G' 14.4 16.5 18.3 19.9 21.2 22.3 23.2 24.030" S 650 561 496 446 406 373 347 324

G' 14.3 16.5 18.3 19.8 21.1 22.2 23.1 23.736" S 640 551 485 434 394 362 335 313

G' 14.3 16.4 18.2 19.8 21.0 22.1 22.9 23.66" S 1192 1100 1031 977 935 899 870 846

G' 24.6 28.0 31.0 33.5 35.7 37.6 39.2 40.512" S 983 879 801 740 693 654 622 594

G' 24.2 27.4 30.0 32.2 33.9 35.3 36.4 37.218" S 907 799 718 656 607 567 534 506

16 G' 24.1 27.2 29.7 31.6 33.2 34.4 35.2 35.80.0598" 24" S 868 758 676 613 563 522 489 461

G' 24.0 27.0 29.4 31.3 32.8 33.8 34.6 35.130" S 844 733 650 586 536 495 462 434

G' 24.0 26.9 29.3 31.2 32.5 33.5 34.2 34.636" S 828 716 633 569 518 477 444 415

G' 23.9 26.9 29.2 31.0 32.4 33.3 33.9 34.3

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Button punch G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 645 567 509 465 430 401 378 359

G' 31.2 34.5 37.2 39.2 40.7 41.9 42.8 43.412" S 585 504 445 399 364 335 311 292

G' 30.8 33.9 36.1 37.8 38.9 39.7 40.1 40.318" S 564 483 423 377 342 313 289 269

22 G' 30.6 33.6 35.8 37.3 38.3 38.8 39.1 39.10.0295" 24" S 554 472 412 366 330 302 278 258

G' 30.6 33.5 35.6 37.0 37.9 38.4 38.6 38.530" S 548 466 405 360 324 295 271 251

G' 30.5 33.4 35.4 36.8 37.7 38.1 38.2 38.136" S 543 461 401 355 319 390 266 246

G' 30.5 33.3 35.4 36.7 37.5 37.9 38.0 37.96" S 817 722 652 599 557 523 495 47.1

G' 45.5 49.2 51.9 53.8 55.0 55.7 56.1 56.312" S 729 631 559 504 460 425 397 373

G' 44.7 48.0 50.1 51.4 52.0 52.2 52.0 51.618" S 698 599 527 471 428 393 364 339

20 G' 44.4 47.5 49.5 50.5 50.9 50.9 50.5 49.90.0358" 24" S 683 584 511 455 411 376 347 323

G' 44.3 47.3 49.1 50.1 50.4 50.2 49.7 49.030" S 674 574 501 445 401 366 337 313

G' 44.2 47.2 48.9 49.8 50.0 49.8 49.2 48.436" S 668 568 495 439 395 360 330 306

G' 44.1 47.1 48.8 49.6 49.8 49.5 48.9 48.06" S 1164 1040 948 878 823 778 741 710

G' 74.7 78.0 79.7 80.4 80.3 79.7 78.9 77.912" S 1011 881 786 713 655 609 571 539

G' 72.9 75.3 76.1 75.8 74.9 73.5 72.0 70.318" S 958 827 730 656 598 552 513 481

18 G' 72.2 74.4 74.8 74.2 72.9 71.3 69.4 67.50.0474" 24" S 932 799 702 628 570 523 484 452

G' 71.9 73.9 74.1 73.3 71.9 70.1 68.1 66.130" S 916 782 685 611 552 505 467 434

G' 71.7 73.5 73.7 72.8 71.3 69.4 67.3 65.236" S 905 771 674 599 541 494 455 423

G' 71.5 73.3 73.4 72.5 70.9 68.9 66.8 64.66" S 1577 1423 1308 1221 1151 1095 1049 1010

G' 107.2 108.6 108.2 106.8 104.8 102.6 100.3 98.112" S 1337 1173 1053 961 888 830 781 741

G' 103.9 104.0 102.4 99.8 96.8 93.6 90.5 87.418" S 1254 1087 965 871 798 739 690 649

16 G' 102.7 102.4 100.2 97.2 93.8 90.3 86.9 83.60.0598" 24" S 1212 1044 920 826 753 693 644 603

G' 102.1 101.5 99.2 95.9 92.3 88.7 85.1 81.630" S 1186 1017 894 799 725 665 616 575

G' 101.8 101.0 98.5 95.1 91.4 87.6 83.9 80.436" S 1169 1000 876 781 707 647 598 556

G' 101.5 100.7 98.1 94.6 90.8 86.9 83.2 79.6

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

TABLE 39

B-Dek ES InterlockingAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

GAGE

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

ESR-1169 | Most Widely Accepted and Trusted Page 47 of 94

Page 48: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

TA

BLE

40

B-D

ek E

S In

terlo

ckin

gAl

low

able

Dia

phra

gm S

hear

SU

PPO

RT

CO

NN

ECTI

ON

: 1/

2" E

ffec

tive

Wel

d D

iam

eter

S =

Allo

wab

le D

iaph

ragm

She

ar (

lbs/

foot

)

SID

ELAP

CO

NN

ECTI

ON

:

Dek

-Lok

ISL

G' =

Stif

fnes

s F

acto

r (k

ips/

in.)

AT

TAC

HM

ENT

PATT

ERN

: 36

/ 7

AT

TAC

HM

ENT

PATT

ERN

: 36

/ 4

GAG

ESI

DE

LAP

FAC

TOR

D

ECK

SPA

N -

C to

C S

UPP

OR

TG

AGE

SID

E LA

PFA

CTO

R

DEC

K S

PAN

- C

to C

SU

PPO

RT

SPAC

ING

5' -

0"6'

- 0"

7' -

0"8'

- 0"

9' -

0"10

' - 0

"11

' - 0

"12

' - 0

"SP

ACIN

G5'

- 0"

6' -

0"7'

- 0"

8' -

0"9'

- 0"

10' -

0"

11' -

0"

12' -

0"

6"S

1281

1190

1121

1067

1024

988

958

933

6"S

959

914

878

849

826

806

790

775

G'

31.1

34.2

36.5

38.1

39.3

40.0

40.4

40.6

G'

4.8

5.7

6.5

7.2

8.0

8.6

9.3

9.9

G'

31.1

34.2

36.5

38.1

39.3

40.0

40.4

40.6

G'

4.8

5.7

6.5

7.2

8.0

8.6

9.3

9.9

12"

S10

6095

385

878

273

069

065

762

912

"S

808

745

695

655

623

596

572

552

G'

30.9

33.8

36.0

37.5

38.4

38.9

39.1

39.1

G'

4.8

5.7

6.4

7.2

7.9

8.5

9.1

9.7

18"

S97

885

074

967

362

058

054

752

018

"S

745

675

616

557

517

487

463

443

22G

'30

.833

.735

.837

.238

.138

.538

.738

.522

G'

4.8

5.6

6.4

7.2

7.9

8.5

9.1

9.6

0.02

95"

24"

S93

579

569

461

856

652

649

346

50.

0295

"24

"S

711

637

561

502

462

433

408

388

G'

30.8

33.7

35.7

37.1

37.9

38.3

38.4

38.2

G'

4.8

5.6

6.4

7.2

7.9

8.5

9.1

9.6

30"

S90

376

266

158

553

349

346

043

330

"S

690

607

528

469

430

400

375

355

G'

30.7

33.6

35.7

37.0

37.9

38.2

38.3

38.1

G'

4.8

5.6

6.4

7.2

7.8

8.5

9.0

9.6

36"

S88

274

063

956

451

147

143

841

136

"S

675

585

506

447

408

378

354

333

G'

30.7

33.6

35.7

37.0

37.8

38.1

38.2

38.0

G'

4.8

5.6

6.4

7.2

7.8

8.5

9.0

9.5

G'

30.7

33.6

35.7

37.0

37.8

38.1

38.2

38.0

G'

4.8

5.6

6.4

7.2

7.8

8.5

9.0

9.5

6"S

1767

1668

1592

1531

1482

1442

1408

1379

6"S

1284

1241

1207

1179

1156

1136

1120

1106

G'

45.1

48.5

50.6

51.9

52.5

52.7

52.5

52.0

G'

7.6

8.9

10.1

11.2

12.2

13.1

14.0

14.8

12"

S14

4713

2012

2311

4610

8410

3098

695

012

"S

1093

1024

968

923

886

855

829

807

G'

44.7

47.9

49.8

50.8

51.1

51.0

50.5

49.8

G'

7.6

8.9

10.0

11.1

12.1

12.9

13.7

14.4

18"

S13

2211

8410

7897

990

184

780

376

718

"S

1006

925

860

808

766

730

700

673

20G

'44

.647

.749

.550

.450

.650

.449

.849

.020

G'

7.6

8.8

10.0

11.1

12.0

12.9

13.6

14.3

0.03

58"

24"

S12

5611

1398

788

781

075

671

267

50.

0358

"24

"S

957

870

800

745

685

644

610

582

G'

44.6

47.6

49.4

50.2

50.4

50.1

49.4

48.6

G'

7.6

8.8

10.0

11.0

12.0

12.8

13.5

14.2

30"

S12

1510

6493

283

275

570

165

762

130

"S

926

834

762

692

631

589

555

527

30"

S12

1510

6493

283

275

570

165

762

130

"S

926

834

762

692

631

589

555

527

G'

44.5

47.5

49.3

50.1

50.2

49.9

49.2

48.3

G'

7.6

8.8

10.0

11.0

12.0

12.8

13.5

14.1

36"

S11

8710

2889

579

671

966

462

158

436

"S

904

810

735

656

594

552

519

491

G'

44.5

47.5

49.2

50.0

50.1

49.8

49.1

48.1

G'

7.6

8.8

10.0

11.0

11.9

12.8

13.5

14.1

6"S

2396

2271

2175

2098

2036

1984

1941

1904

6"S

1722

1670

1629

1595

1567

1544

1524

1507

G'

73.7

76.2

77.0

76.7

75.7

74.3

72.6

70.8

G'

14.6

16.8

18.7

20.5

21.9

23.2

24.3

25.2

12"

S19

6117

9616

6915

6914

8914

2313

6813

2212

"S

1474

1386

1316

1259

1212

1172

1139

1110

G'

72.9

75.0

75.4

74.6

73.2

71.4

69.3

67.2

G'

14.5

16.7

18.5

20.1

21.5

22.6

23.6

24.3

18"

S17

8716

0714

7013

6312

5911

7611

1310

6418

"S

1357

1253

1170

1103

1047

1001

962

928

18G

'72

.674

.674

.873

.972

.370

.468

.266

.018

G'

14.5

16.6

18.5

20.0

21.4

22.4

23.3

24.0

0.04

74"

24"

S16

9515

0813

6512

3311

2910

4698

293

30.

0474

"24

"S

1291

1178

1088

1015

955

899

849

811

0.04

74"

24"

S16

9515

0813

6512

3311

2910

4698

293

30.

0474

"24

"S

1291

1178

1088

1015

955

899

849

811

G'

72.4

74.3

74.5

73.5

71.9

69.8

67.6

65.3

G'

14.5

16.6

18.4

20.0

21.3

22.3

23.2

23.8

30"

S16

3714

4612

8811

5410

5096

790

485

530

"S

1248

1129

1035

959

888

821

771

733

G'

72.3

74.2

74.3

73.3

71.6

69.5

67.3

65.0

G'

14.5

16.6

18.4

19.9

21.2

22.3

23.1

23.7

36"

S15

9814

0412

3511

0299

891

585

280

336

"S

1219

1096

998

919

835

769

719

681

G'

72.3

74.1

74.2

73.1

71.4

69.3

67.0

64.7

G'

14.4

16.6

18.4

19.9

21.2

22.2

23.0

23.6

6"S

2736

2568

2439

2338

2256

2188

2132

2084

6"S

2011

1935

1874

1825

1784

1750

1721

1696

G'

105.

310

5.4

103.

710

1.0

97.9

94.6

91.3

88.1

G'

24.4

27.6

30.3

32.5

34.2

35.6

36.7

37.5

12"

S22

4620

3718

7917

5516

5615

6414

8414

2012

"S

1704

1586

1493

1419

1357

1306

1262

1225

G'

103.

810

3.3

101.

097

.894

.290

.486

.783

.2G

'24

.327

.329

.831

.833

.334

.435

.235

.718

"S

2058

1835

1668

1518

1397

1300

1220

1156

18"

S15

6814

3413

2812

4311

7311

1610

5410

0418

"S

2058

1835

1668

1518

1397

1300

1220

1156

18"

S15

6814

3413

2812

4311

7311

1610

5410

0416

G'

103.

310

2.6

100.

196

.792

.989

.085

.181

.516

G'

24.2

27.2

29.7

31.5

33.0

34.0

34.6

35.1

0.05

98"

24"

S19

5917

3015

4213

8612

6511

6710

8810

240.

0598

"24

"S

1493

1350

1237

1147

1062

985

922

872

G'

103.

010

2.2

99.6

96.1

92.2

88.2

84.3

80.6

G'

24.2

27.2

29.6

31.4

32.8

33.7

34.4

34.7

30"

S18

9816

6514

6313

0711

8510

8810

0994

530

"S

1446

1296

1180

1079

983

906

843

793

G'

102.

910

2.0

99.4

95.8

91.8

87.8

83.9

80.1

G'

24.2

27.1

29.5

31.3

32.7

33.6

34.2

34.5

36"

S18

5716

1914

1012

5411

3210

3595

689

236

"S

1413

1260

1140

1026

930

853

790

740

G'

102.

710

1.9

99.2

95.6

91.6

87.5

83.5

79.7

G'

24.1

27.1

29.5

31.3

32.6

33.5

34.1

34.4

NO

TES:

Dat

a is

pre

pare

d in

acc

orda

nce

with

SD

I's D

IAP

HR

AG

M D

ES

IGN

MA

NU

AL,

DD

M03

SHEA

R B

UC

KLI

NG

STR

ENG

TH L

IMIT

ATIO

NS

val

ues

have

bee

n di

vide

d by

a S

afet

y F

acto

r of

3 to

obt

ain

(AS

D)

Dia

phra

gm S

hear

val

ues

for

seis

mic

load

ing.

GAG

EFA

CTO

R

DEC

K S

PAN

- C

to C

SU

PPO

RT

S v

alue

s ha

ve b

een

divi

ded

by a

Saf

ety

Fac

tor

of 3

to o

btai

n (A

SD

) D

iaph

ragm

She

ar v

alue

s fo

r se

ism

ic lo

adin

g.G

AGE

FAC

TOR

D

ECK

SPA

N -

C to

C S

UPP

OR

TS

nb v

alue

s ha

ve b

een

divi

ded

by a

Saf

ety

Fac

tor

of 2

.00

to o

btai

n (A

SD

) D

iaph

ragm

She

ar v

alue

s ba

sed

on th

e sh

ear

buck

ling

limita

tion.

5' -

0"6'

- 0"

7' -

0"8'

- 0"

9' -

0"10

' - 0

"11

' - 0

"12

' - 0

"T

he fo

llow

ing

Saf

ety

Fac

tors

sho

wn

are

from

Tab

le D

5 of

200

4 S

uppl

emen

t AIS

I Spe

cific

atio

ns.

22 [0

.029

5"]

2603

1808

1328

1017

804

651

538

452

Seis

mic

:

φ =

.55 f

or

LR

FD

and Ω

= 3

.00 f

or

ASD

for

weld

s.

20 [0

.035

8"]

3479

2416

1775

1359

1074

870

719

604

Win

d:

φ

= .70 f

or

LR

FD

and Ω

= 2

.35 f

or

ASD

for

weld

s.

18 [0

.047

4"]

5297

3678

2703

2069

1635

1325

1095

920

Oth

er:

φ

= .60 f

or

LR

FD

and Ω

= 2

.65 f

or

ASD

for

weld

s.

16 [0

.059

8"]

7501

5209

3827

2930

2315

1876

1550

1303

Cal

cula

tions

are

bas

ed o

n a

''SIN

GLE

SP

AN

CO

ND

ITIO

N''.

F

y =

40

ksi a

nd F

u =

55

ksi

Fra

me

conn

ectio

ns p

aral

lel t

o de

ck s

pan

spac

ed a

t 12"

oc.

Dia

phra

gm a

ssem

blie

s re

quire

two

(2)

ISL

side

-lap

conn

ectio

ns a

t eac

h en

d of

dec

k sh

eet w

ithin

6 in

ches

.

Snb

ESR-1169 | Most Widely Accepted and Trusted Page 48 of 94

Page 49: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

TA

BLE

41

B-D

ek E

S In

terlo

ckin

gAl

low

able

Dia

phra

gm S

hear

SU

PPO

RT

CO

NN

ECTI

ON

: #1

2 S

uppo

rt S

crew

s (T

ype

5)S

= A

llow

able

Dia

phra

gm S

hear

(lb

s/fo

ot)

SI

DEL

AP C

ON

NEC

TIO

N:

D

ek-L

ok IS

LG

' = S

tiffn

ess

Fac

tor

(kip

s/in

.)

ATTA

CH

MEN

T PA

TTER

N:

36 /

7

ATTA

CH

MEN

T PA

TTER

N:

36 /

4G

AGE

SID

E LA

PFA

CTO

R

DEC

K S

PAN

- C

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Snb

ESR-1169 | Most Widely Accepted and Trusted Page 49 of 94

Page 50: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

TA

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5' -

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LR

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and Ω

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or

ASD

for

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al fa

ste

ners

20 [0

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870

719

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d:

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or

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and Ω

= 2

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for

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[0.0

474"

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598"

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ESR-1169 | Most Widely Accepted and Trusted Page 50 of 94

Page 51: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 800 744 701 668 642 620 538* 452*

G' 4.9 5.9 6.8 7.7 8.6 9.5 10.4 11.212" S 649 584 535 497 467 443 422 405

G' 4.9 5.8 6.7 7.6 8.5 9.3 10.1 11.018" S 594 526 475 435 404 379 358 341

22 G' 4.9 5.8 6.6 7.5 8.3 9.2 10.0 10.70.0295" 24" S 565 495 444 404 372 346 325 308

G' 4.8 5.7 6.6 7.4 8.3 9.0 9.8 10.630" S 548 477 425 384 353 327 305 287

G' 4.8 5.7 6.6 7.4 8.2 9.0 9.7 10.436" S 536 465 412 371 339 313 292 274

G' 4.8 5.7 6.5 7.3 8.1 8.9 9.6 10.36" S 977 908 856 815 783 756 719* 604*

G' 7.9 9.4 10.8 12.2 13.6 15.0 16.3 17.712" S 794 714 654 607 570 540 516 495

G' 7.8 9.2 10.6 12.0 13.3 14.6 15.8 17.118" S 727 643 580 532 494 463 437 416

20 G' 7.7 9.1 10.5 11.8 13.0 14.3 15.5 16.60.0358" 24" S 692 606 543 494 455 423 398 376

G' 7.7 9.0 10.4 11.6 12.8 14.0 15.1 16.230" S 671 584 520 470 431 399 373 351

G' 7.6 9.0 10.3 11.5 12.7 13.8 14.9 15.936" S 656 569 504 455 415 383 357 335

G' 7.6 8.9 10.2 11.4 12.5 13.6 14.7 15.66" S 1309 1215 1145 1089 1045 1010 980 920*

G' 15.4 18.2 21.0 23.6 26.2 28.7 31.1 33.512" S 1066 957 876 813 764 723 689 661

G' 15.1 17.8 20.4 22.8 25.2 27.4 29.6 31.718" S 977 863 779 714 662 621 586 557

18 G' 14.9 17.5 19.9 22.2 24.4 26.4 28.4 30.30.0474" 24" S 931 815 729 663 611 568 533 504

G' 14.8 17.3 19.6 21.7 23.8 25.7 27.5 29.230" S 902 785 699 632 579 536 501 471

G' 14.7 17.1 19.3 21.4 23.3 25.1 26.7 28.336" S 884 766 678 611 558 515 480 450

G' 14.6 16.9 19.1 21.1 22.9 24.6 26.1 27.66" S 1672 1551 1460 1388 1331 1285 1246 1214

G' 26.7 31.3 35.8 40.1 44.2 48.1 51.9 55.612" S 1364 1224 1120 1039 975 923 879 843

G' 25.9 30.2 34.2 38.0 41.6 45.0 48.2 51.218" S 1252 1106 997 913 847 793 749 711

16 G' 25.4 29.4 33.1 36.5 39.7 42.7 45.5 48.10.0598" 24" S 1194 1045 934 849 781 727 682 644

G' 25.0 28.8 32.3 35.4 38.3 41.0 43.4 45.630" S 1158 1007 896 810 742 687 641 603

G' 24.7 28.4 31.6 34.6 37.2 39.6 41.8 43.736" S 1134 982 870 783 715 660 614 576

G' 24.5 28.0 31.1 33.9 36.3 38.5 40.4 42.2

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 1054 957 885 830 787 651* 538* 452*

G' 34.2 39.2 43.8 48.0 51.9 55.5 58.8 61.812" S 879 775 699 640 594 557 526 452*

G' 33.0 37.4 41.3 44.8 47.9 50.7 53.2 55.518" S 818 712 634 575 528 490 459 433

22 G' 32.2 36.3 39.7 42.8 45.4 47.7 49.7 51.50.0295" 24" S 787 680 601 541 494 456 425 399

G' 31.7 35.5 38.7 41.4 43.6 45.6 47.3 48.730" S 768 660 582 521 474 436 405 379

G' 31.4 35.0 37.9 40.3 42.4 44.1 45.5 46.636" S 755 647 568 508 461 423 391 365

G' 31.1 34.6 37.3 39.6 41.4 42.9 44.1 45.16" S 1288 1169 1081 1013 960 870* 719* 604*

G' 51.4 58.2 64.3 69.7 74.6 79.0 83.0 86.712" S 1075 948 854 782 726 680 643 604*

G' 48.9 54.6 59.4 63.6 67.3 70.5 73.3 75.818" S 1001 871 776 703 645 599 561 529

20 G' 47.4 52.4 56.5 59.9 62.8 65.2 67.3 69.10.0358" 24" S 963 832 736 662 605 558 520 488

G' 46.4 51.0 54.6 57.5 59.8 61.7 63.3 64.530" S 940 808 712 638 580 534 495 463

G' 45.8 50.0 53.2 55.7 57.6 59.2 60.4 61.336" S 925 793 696 622 564 517 479 446

G' 45.3 49.2 52.2 54.4 56.0 57.2 58.2 58.86" S 1726 1565 1446 1355 1283 1224 1095* 920*

G' 89.2 98.8 107.0 114.1 120.2 125.6 130.4 134.612" S 1444 1272 1146 1049 973 911 861 818

G' 82.7 90.0 95.7 100.5 104.3 107.6 110.3 112.718" S 1346 1170 1042 944 866 804 753 709

18 G' 79.1 84.9 89.3 92.6 95.2 97.2 98.9 100.10.0474" 24" S 1296 1119 989 890 812 750 698 655

G' 76.8 81.7 85.2 87.6 89.3 90.5 91.4 92.030" S 1266 1088 957 858 780 717 665 622

G' 75.2 79.5 82.2 84.0 85.2 85.8 86.2 86.336" S 1246 1067 936 837 758 695 643 600

G' 74.1 77.8 80.1 81.4 82.1 82.3 82.3 82.16" S 2207 1999 1846 1728 1635 1559 1497 1303*

G' 135.2 146.8 156.2 164.1 170.7 176.3 181.2 185.412" S 1850 1629 1466 1341 1243 1164 1099 1044

G' 122.3 129.8 135.5 139.8 143.1 145.8 148.0 149.718" S 1726 1500 1335 1208 1109 1028 962 907

16 G' 115.4 120.7 124.2 126.6 128.1 129.2 129.9 130.40.0598" 24" S 1663 1435 1268 1141 1041 960 894 838

G' 111.1 115.0 117.1 118.2 118.7 118.8 118.6 118.330" S 1625 1396 1228 1100 1000 919 852 796

G' 108.1 111.0 112.3 112.5 112.3 111.6 110.9 110.036" S 1599 1370 1201 1073 972 891 824 768

G' 106.0 108.2 108.7 108.4 107.5 106.4 105.2 103.9

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 60 ksi and Fu = 62 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

GAGE

TABLE 43

B80-Dek ES InterlockingAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

ESR-1169 | Most Widely Accepted and Trusted Page 51 of 94

Page 52: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 1366 1346 1328* 1017* 804* 651* 538* 452*

G' 5.0 5.9 6.9 7.8 8.7 9.6 10.5 11.412" S 1149 1105 1070 1017* 804* 651* 538* 452*

G' 4.9 5.9 6.8 7.7 8.6 9.5 10.4 11.318" S 1027 969 923 886 804* 651* 538* 452*

22 G' 4.9 5.9 6.8 7.7 8.6 9.5 10.4 11.20.0295" 24" S 952 885 833 791 757 651* 538* 452*

G' 4.9 5.9 6.8 7.7 8.6 9.4 10.3 11.130" S 902 829 773 728 692 651* 538* 452*

G' 4.9 5.8 6.8 7.6 8.5 9.4 10.2 11.136" S 866 790 731 684 646 615 538* 452*

G' 4.9 5.8 6.7 7.6 8.5 9.3 10.2 11.06" S 1673 1649 1630 1359* 1074* 870* 719* 604*

G' 7.9 9.5 11.0 12.4 13.9 15.3 16.7 18.112" S 1408 1354 1311 1277 1074* 870* 719* 604*

G' 7.9 9.4 10.9 12.3 13.7 15.1 16.5 17.918" S 1258 1187 1130 1085 1049 870* 719* 604*

20 G' 7.9 9.4 10.8 12.2 13.6 15.0 16.3 17.60.0358" 24" S 1166 1084 1020 969 928 870* 719* 604*

G' 7.9 9.3 10.8 12.2 13.5 14.9 16.2 17.430" S 1105 1016 947 892 848 811 719* 604*

G' 7.8 9.3 10.7 12.1 13.5 14.8 16.0 17.336" S 1061 968 896 838 792 753 719* 604*

G' 7.8 9.3 10.7 12.1 13.4 14.7 15.9 17.26" S 2254 2221 2196 2069* 1635* 1325* 1095* 920*

G' 15.7 18.6 21.5 24.3 27.0 29.7 32.3 34.912" S 1897 1824 1766 1720 1635* 1325* 1095* 920*

G' 15.6 18.4 21.2 23.9 26.5 29.1 31.6 34.118" S 1695 1598 1523 1462 1412 1325* 1095* 920*

18 G' 15.5 18.3 21.0 23.6 26.2 28.6 31.0 33.40.0474" 24" S 1571 1461 1374 1305 1249 1203 1095* 920*

G' 15.4 18.2 20.8 23.4 25.9 28.3 30.6 32.830" S 1489 1369 1276 1202 1142 1092 1051 920*

G' 15.4 18.1 20.7 23.2 25.6 28.0 30.2 32.336" S 1430 1304 1206 1129 1066 1015 971 920*

G' 15.3 18.0 20.6 23.1 25.4 27.7 29.9 31.96" S 2896 2854 2822 2796 2315* 1876* 1550* 1303*

G' 27.4 32.3 37.1 41.8 46.3 50.7 55.0 59.212" S 2437 2343 2269 2210 2161 1876* 1550* 1303*

G' 27.0 31.8 36.4 40.8 45.1 49.2 53.2 57.018" S 2178 2054 1956 1878 1815 1762 1550* 1303*

16 G' 26.8 31.4 35.9 40.1 44.2 48.0 51.7 55.30.0598" 24" S 2019 1877 1766 1677 1605 1546 1495 1303*

G' 26.6 31.1 35.4 39.5 43.4 47.1 50.6 53.930" S 1912 1759 1639 1544 1467 1403 1350 1303*

G' 26.5 30.9 35.1 39.1 42.8 46.3 49.6 52.836" S 1837 1675 1550 1451 1370 1304 1248 1201

G' 26.4 30.7 34.8 38.7 42.3 45.7 48.8 51.8

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 1942 1808* 1328* 1017* 804* 651* 538* 452*

G' 35.6 41.2 46.4 51.2 55.7 60.0 64.0 67.712" S 1548 1452 1328* 1017* 804* 651* 538* 452*

G' 34.9 40.1 45.0 49.4 53.5 57.2 60.8 64.018" S 1356 1247 1164 1017* 804* 651* 538* 452*

22 G' 34.4 39.4 44.0 48.1 51.8 55.3 58.4 61.30.0295" 24" S 1250 1133 1046 977 804* 651* 538* 452*

G' 34.1 38.9 43.3 47.1 50.6 53.8 56.7 59.330" S 1183 1062 971 901 804* 651* 538* 452*

G' 33.9 38.6 42.7 46.4 49.7 52.6 55.3 57.636" S 1137 1013 921 849 792 651* 538* 452*

G' 33.7 38.3 42.3 45.8 48.9 51.7 54.1 56.36" S 2380 2231 1775* 1359* 1074* 870* 719* 604*

G' 54.2 62.1 69.3 75.9 81.9 87.5 92.6 97.412" S 1896 1780 1691 1359* 1074* 870* 719* 604*

G' 52.8 60.0 66.5 72.3 77.5 82.3 86.7 90.618" S 1661 1527 1426 1347 1074* 870* 719* 604*

20 G' 51.8 58.6 64.5 69.8 74.5 78.6 82.4 85.80.0358" 24" S 1531 1389 1281 1198 1074* 870* 719* 604*

G' 51.2 57.6 63.1 68.0 72.2 75.9 79.2 82.230" S 1449 1301 1190 1104 1035 870* 719* 604*

G' 50.7 56.8 62.1 66.6 70.5 73.8 76.8 79.336" S 1393 1241 1128 1040 970 870* 719* 604*

G' 50.3 56.2 61.2 65.5 69.1 72.1 74.8 77.16" S 3206 3006 2703* 2069* 1635* 1325* 1095* 920*

G' 96.8 109.0 119.6 129.1 137.5 145.1 152.0 158.212" S 2555 2397 2278 2069* 1635* 1325* 1095* 920*

G' 92.9 103.4 112.4 120.2 127.0 133.0 138.3 143.118" S 2238 2058 1921 1815 1635* 1325* 1095* 920*

18 G' 90.3 99.8 107.7 114.3 120.0 124.8 129.1 132.80.0474" 24" S 2063 1871 1726 1613 1523 1325* 1095* 920*

G' 88.6 97.3 104.3 110.1 114.9 119.0 122.4 125.330" S 1952 1753 1603 1487 1395 1319 1095* 920*

G' 87.4 95.4 101.8 107.0 111.1 114.5 117.3 119.736" S 1876 1672 1519 1401 1307 1230 1095* 920*

G' 86.4 94.0 99.9 104.5 108.1 111.0 113.4 115.36" S 4119 3862 3678 2930* 2315* 1876* 1550* 1303*

G' 151.3 167.3 181.0 192.7 202.9 211.9 219.9 226.912" S 3282 3080 2926 2806 2315* 1876* 1550* 1303*

G' 142.8 155.9 166.6 175.5 183.1 189.5 195.1 199.918" S 2876 2644 2468 2332 2222 1876* 1550* 1303*

16 G' 137.6 148.7 157.4 164.5 170.2 175.0 179.0 182.40.0598" 24" S 2651 2403 2217 2073 1957 1863 1550* 1303*

G' 134.0 143.7 151.1 156.8 161.3 164.8 167.7 170.030" S 2508 2252 2060 1910 1792 1695 1550* 1303*

G' 131.5 140.1 146.5 151.2 154.6 157.3 159.3 160.836" S 2411 2148 1952 1800 1679 1580 1499 1303*

G' 129.5 137.4 142.9 146.8 149.6 151.5 152.8 153.8

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 60 ksi and Fu = 62 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

TABLE 44

B80-Dek ES InterlockingAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 52 of 94

Page 53: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Button punch G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 525 468 425 391 365 343 326 311

G' 4.8 5.6 6.5 7.3 8.0 8.7 9.4 10.112" S 470 409 364 329 302 279 261 245

G' 4.8 5.6 6.4 7.2 7.9 8.6 9.2 9.818" S 450 389 343 308 280 257 239 223

22 G' 4.7 5.6 6.4 7.1 7.8 8.5 9.1 9.70.0295" 24" S 441 379 333 297 269 247 228 212

G' 4.7 5.6 6.4 7.1 7.8 8.4 9.0 9.630" S 435 372 326 291 263 240 221 205

G' 4.7 5.6 6.4 7.1 7.8 8.4 9.0 9.536" S 431 368 322 286 258 235 217 201

G' 4.7 5.6 6.4 7.1 7.8 8.4 9.0 9.56" S 668 599 547 507 476 450 429 411

G' 7.6 8.9 10.1 11.3 12.4 13.4 14.4 15.312" S 587 513 459 417 384 357 334 316

G' 7.5 8.8 10.0 11.1 12.1 13.0 13.9 14.618" S 559 484 429 386 352 325 302 283

20 G' 7.5 8.8 10.0 11.0 12.0 12.9 13.7 14.40.0358" 24" S 544 469 413 370 336 309 286 267

G' 7.5 8.8 9.9 11.0 11.9 12.8 13.5 14.230" S 536 460 404 361 326 299 276 257

G' 7.5 8.8 9.9 10.9 11.9 12.7 13.5 14.136" S 530 454 398 354 320 292 269 250

G' 7.5 8.7 9.9 10.9 11.9 12.7 13.4 14.06" S 955 867 801 750 709 676 648 625

G' 14.6 16.9 19.0 20.9 22.6 24.1 25.5 26.712" S 817 721 650 595 551 515 486 461

G' 14.5 16.6 18.6 20.3 21.8 23.0 24.1 25.118" S 769 670 597 540 496 460 430 405

18 G' 14.4 16.5 18.4 20.0 21.4 22.6 23.6 24.40.0474" 24" S 744 644 570 513 468 431 401 376

G' 14.4 16.5 18.3 19.9 21.2 22.3 23.2 24.030" S 729 628 554 496 451 414 384 359

G' 14.3 16.5 18.3 19.8 21.1 22.2 23.1 23.736" S 719 618 543 485 440 403 373 347

G' 14.3 16.4 18.2 19.8 21.0 22.1 22.9 23.66" S 1299 1191 1111 1048 998 957 923 894

G' 24.6 28.0 31.0 33.5 35.7 37.6 39.2 40.512" S 1085 965 876 807 752 707 670 639

G' 24.2 27.4 30.0 32.2 33.9 35.3 36.4 37.218" S 1009 885 793 722 665 620 582 550

16 G' 24.1 27.2 29.7 31.6 33.2 34.4 35.2 35.80.0598" 24" S 969 844 505 678 621 575 537 505

G' 24.0 27.0 35.1 31.3 32.8 33.8 34.6 35.130" S 946 819 724 652 595 548 510 478

G' 24.0 26.9 29.3 31.2 32.5 33.5 34.2 34.636" S 930 802 707 634 577 530 492 459

G' 23.9 26.9 29.2 31.0 32.4 33.3 33.9 34.3

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Button punch G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"6" S 714 624 559 508 469 437 410 388

G' 31.2 34.5 37.2 39.2 40.7 41.9 42.8 43.412" S 653 561 494 443 403 370 343 321

G' 30.8 33.9 36.1 37.8 38.9 39.7 40.1 40.318" S 632 540 472 421 380 348 321 298

22 G' 30.6 33.6 35.8 37.3 38.3 38.8 39.1 39.10.0295" 24" S 622 529 462 410 369 336 309 287

G' 30.6 33.5 35.6 37.0 37.9 38.4 38.6 38.530" S 616 523 455 403 362 330 303 280

G' 30.5 33.4 35.4 36.8 37.7 38.1 38.2 38.136" S 612 519 451 399 358 325 298 276

G' 30.5 33.3 35.4 36.7 37.5 37.9 38.0 37.96" S 901 793 714 653 605 566 534 507

G' 45.5 49.2 51.9 53.8 55.0 55.7 56.1 56.312" S 812 701 619 557 508 468 436 408

G' 44.7 48.0 50.1 51.4 52.0 52.2 52.0 51.618" S 782 670 587 525 475 435 403 375

20 G' 44.4 47.5 49.5 50.5 50.9 50.9 50.5 49.90.0358" 24" S 767 654 571 508 459 419 386 359

G' 44.3 47.3 49.1 50.1 50.4 50.2 49.7 49.030" S 757 644 562 499 449 409 376 349

G' 44.2 47.2 48.9 49.8 50.0 49.8 49.2 48.436" S 751 638 555 492 442 402 369 342

G' 44.1 47.1 48.8 49.6 49.8 49.5 48.9 48.06" S 1278 1136 1031 951 888 836 794 759

G' 74.7 78.0 79.7 80.4 80.3 79.7 78.9 77.912" S 1124 976 867 785 719 667 624 587

G' 72.9 75.3 76.1 75.8 74.9 73.5 72.0 70.318" S 1071 921 812 728 662 609 566 529

18 G' 72.2 74.4 74.8 74.2 72.9 71.3 69.4 67.50.0474" 24" S 1044 894 784 700 634 580 537 500

G' 71.9 73.9 74.1 73.3 71.9 70.1 68.1 66.130" S 1028 877 767 683 616 563 519 482

G' 71.7 73.5 73.7 72.8 71.3 69.4 67.3 65.236" S 1017 866 755 671 605 551 508 471

G' 71.5 73.3 73.4 72.5 70.9 68.9 66.8 64.66" S 1724 1547 1416 1315 1236 1172 1118 1074

G' 107.2 108.6 108.2 106.8 104.8 102.6 100.3 98.112" S 1482 1295 1158 1053 971 904 849 803

G' 103.9 104.0 102.4 99.8 96.8 93.6 90.5 87.418" S 1399 1209 1070 964 880 813 758 711

16 G' 102.7 102.4 100.2 97.2 93.8 90.3 86.9 83.60.0598" 24" S 1356 1165 1025 919 835 767 711 665

G' 102.1 101.5 99.2 95.9 92.3 88.7 85.1 81.630" S 1331 1139 998 891 807 739 684 637

G' 101.8 101.0 98.5 95.1 91.4 87.6 83.9 80.436" S 1314 1121 981 873 789 721 665 618

G' 101.5 100.7 98.1 94.6 90.8 86.9 83.2 79.6

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

Calculations are based on a ''Single Span Condition''.

Fy = 60 ksi and Fu = 62 ksi

TABLE 45

B80-Dek ES InterlockingAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 53 of 94

Page 54: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"6" S 632 580 547 524 508 495 485 477

G' 7.6 9.8 12.0 14.1 16.1 18.0 19.8 21.612" S 473 411 373 347 328 313 302 293

G' 7.4 9.6 11.6 13.5 15.2 16.9 18.5 20.018" S 414 350 309 282 262 247 236 226

22 G' 7.3 9.4 11.2 13.0 14.6 16.1 17.5 18.80.0295" 24" S 384 318 277 249 229 214 202 192

G' 7.2 9.2 11.0 12.6 14.1 15.4 16.7 17.830" S 365 298 257 229 209 193 181 172

G' 7.2 9.1 10.8 12.3 13.7 14.9 16.0 17.036" S 352 285 243 215 195 180 168 158

G' 7.1 9.0 10.6 12.0 13.3 14.4 15.4 16.36" S 771 707 666 639 618 603 591 581

G' 11.9 15.4 18.7 21.7 24.6 27.4 30.0 32.412" S 578 502 455 423 399 381 368 356

G' 11.6 14.8 17.7 20.4 22.9 25.2 27.3 29.318" S 506 427 378 344 320 302 287 276

20 G' 11.4 14.4 17.0 19.4 21.6 23.6 25.3 27.00.0358" 24" S 469 388 338 304 279 261 246 235

G' 11.2 14.0 16.5 18.7 20.6 22.3 23.8 25.130" S 447 365 314 279 255 236 221 210

G' 11.1 13.8 16.1 18.0 19.8 21.2 22.6 23.736" S 431 349 298 263 238 219 205 193

G' 11.0 13.6 15.7 17.5 19.1 20.4 21.5 22.56" S 1031 944 889 851 824 803 786 773

G' 22.8 28.9 34.5 39.7 44.4 48.7 52.7 56.412" S 775 672 608 564 532 509 490 475

G' 21.8 27.1 31.8 36.0 39.6 42.9 45.8 48.518" S 680 572 505 460 427 403 383 368

18 G' 21.1 25.9 29.9 33.4 36.3 38.9 41.1 43.10.0474" 24" S 630 521 453 407 374 349 329 313

G' 20.6 25.0 28.5 31.4 33.9 35.9 37.7 39.230" S 600 489 421 374 341 316 296 280

G' 20.2 24.2 27.4 29.9 31.9 33.6 35.0 36.236" S 580 468 399 353 319 294 274 258

G' 19.9 23.7 26.5 28.7 30.4 31.8 32.9 33.96" S 1315 1202 1131 1082 1046 1019 998 980

G' 38.1 47.5 55.7 63.0 69.5 75.3 80.6 85.312" S 990 857 775 718 677 646 622 603

G' 35.7 43.3 49.7 55.1 59.6 63.6 67.0 70.018" S 870 731 645 587 545 513 488 468

16 G' 34.0 40.5 45.6 49.7 53.1 55.9 58.3 60.30.0598" 24" S 807 666 579 519 477 444 419 399

G' 32.9 38.5 42.7 46.0 48.5 50.6 52.2 53.630" S 769 627 538 479 436 403 378 357

G' 32.0 37.0 40.5 43.1 45.1 46.6 47.8 48.736" S 744 600 511 451 408 375 350 329

G' 31.3 35.8 38.8 40.9 42.4 43.5 44.4 45.0

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24 / 6

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"6" S 923 807 734 684 647 619 597 487*

G' 7.6 9.9 12.1 14.2 16.2 18.1 19.9 21.712" S 755 628 549 495 455 425 402 383

G' 7.5 9.7 11.7 13.7 15.5 17.2 18.8 20.318" S 696 565 484 429 389 358 334 315

22 G' 7.4 9.6 11.5 13.3 15.0 16.6 18.0 19.30.0295" 24" S 665 533 451 395 355 324 300 281

G' 7.4 9.5 11.4 13.1 14.7 16.1 17.4 18.630" S 647 514 431 375 334 304 280 260

G' 7.4 9.4 11.2 12.9 14.4 15.7 16.9 18.036" S 635 501 418 362 321 290 266 247

G' 7.4 9.4 11.1 12.7 14.2 15.4 16.5 17.56" S 1127 985 895 833 788 754 727 651*

G' 12.0 15.5 18.8 21.9 24.8 27.6 30.2 32.712" S 923 768 670 604 555 519 490 467

G' 11.8 15.1 18.1 20.9 23.4 25.7 27.9 29.918" S 851 691 592 524 475 437 408 385

20 G' 11.7 14.8 17.6 20.1 22.4 24.5 26.3 28.00.0358" 24" S 814 653 552 483 434 396 367 343

G' 11.6 14.6 17.3 19.6 21.7 23.5 25.2 26.630" S 792 629 528 459 409 371 342 318

G' 11.5 14.5 17.0 19.2 21.1 22.8 24.3 25.536" S 777 613 511 442 392 355 325 301

G' 11.5 14.4 16.8 18.9 20.7 22.2 23.5 24.76" S 1510 1318 1196 1113 1052 1006 969 940

G' 23.0 29.2 34.9 40.1 44.8 49.2 53.2 57.012" S 1240 1030 898 808 743 694 655 624

G' 22.3 27.9 32.8 37.1 40.9 44.3 47.3 50.018" S 1144 929 794 702 636 586 546 515

18 G' 21.9 27.1 31.5 35.2 38.4 41.1 43.5 45.50.0474" 24" S 1095 877 741 648 582 531 491 460

G' 21.7 26.6 30.6 33.9 36.6 38.8 40.7 42.330" S 1066 846 709 616 549 498 458 426

G' 21.5 26.2 29.9 32.8 35.2 37.1 38.7 40.036" S 1046 825 688 594 527 476 436 404

G' 21.3 25.9 29.4 32.1 34.2 35.8 37.1 38.26" S 1929 1681 1524 1417 1338 1278 1231 1194

G' 38.7 48.2 56.6 64.0 70.6 76.5 81.8 86.612" S 1587 1317 1147 1031 948 884 834 794

G' 37.0 45.2 51.9 57.5 62.3 66.3 69.8 72.918" S 1467 1189 1016 898 812 748 697 656

16 G' 36.0 43.3 49.0 53.5 57.1 60.1 62.5 64.60.0598" 24" S 1405 1124 949 830 744 679 628 587

G' 35.4 42.0 47.0 50.7 53.6 55.8 57.6 59.030" S 1367 1085 909 789 703 637 586 545

G' 34.9 41.1 45.6 48.7 51.0 52.7 54.0 55.036" S 1342 1058 882 762 675 609 558 517

G' 34.6 40.5 44.5 47.2 49.1 50.4 51.3 51.9

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

TABLE 46

N-DekAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

ESR-1169 | Most Widely Accepted and Trusted Page 54 of 94

Page 55: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"6" S 1013 997 988 981 976 761* 602* 487*

G' 7.7 10.0 12.3 14.5 16.7 18.7 20.8 22.712" S 739 706 686 672 662 654 602* 487*

G' 7.6 9.9 12.1 14.2 16.2 18.2 20.0 21.818" S 595 554 529 512 500 491 483 477

22 G' 7.5 9.7 11.8 13.9 15.8 17.6 19.4 21.00.0295" 24" S 511 467 439 421 407 397 389 383

G' 7.4 9.6 11.6 13.6 15.4 17.1 18.8 20.330" S 457 410 382 363 349 338 330 323

G' 7.3 9.4 11.4 13.3 15.0 16.7 18.2 19.736" S 419 372 342 322 308 297 289 282

G' 7.3 9.3 11.2 13.0 14.7 16.2 17.7 19.16" S 1241 1222 1210 1202 1196 1017* 804* 651*

G' 12.2 15.8 19.4 22.7 25.9 29.0 32.0 34.812" S 905 865 840 823 811 801 794 651*

G' 12.0 15.5 18.8 21.9 24.9 27.7 30.4 33.018" S 728 679 649 628 612 601 592 585

20 G' 11.8 15.1 18.3 21.2 24.0 26.6 29.1 31.40.0358" 24" S 626 572 538 516 499 487 477 469

G' 11.6 14.8 17.8 20.6 23.2 25.6 27.8 29.930" S 559 503 468 444 427 414 404 396

G' 11.4 14.6 17.4 20.0 22.4 24.7 26.7 28.736" S 513 455 419 395 377 364 354 345

G' 11.3 14.3 17.0 19.5 21.8 23.8 25.7 27.56" S 1672 1646 1630 1619 1611 1548* 1223* 991*

G' 23.6 30.3 36.6 42.5 48.1 53.3 58.2 62.812" S 1219 1165 1132 1109 1092 1079 1069 991*

G' 22.9 29.1 34.9 40.2 45.1 49.7 53.9 57.818" S 981 915 874 845 825 810 797 788

18 G' 22.3 28.1 33.4 38.2 42.6 46.6 50.2 53.60.0474" 24" S 843 770 725 694 672 656 642 632

G' 21.7 27.2 32.1 36.5 40.4 43.9 47.1 50.030" S 753 677 630 598 575 558 544 533

G' 21.2 26.4 30.9 34.9 38.4 41.6 44.4 47.036" S 692 613 565 532 508 490 476 465

G' 20.8 25.7 29.9 33.5 36.7 39.6 42.1 44.36" S 2148 2115 2094 2080 2069 2061 1732* 1403*

G' 40.1 50.9 60.7 69.7 78.0 85.6 92.6 99.012" S 1566 1497 1454 1424 1403 1386 1374 1363

G' 38.3 48.0 56.6 64.3 71.2 77.4 83.1 88.318" S 1261 1175 1122 1086 1060 1040 1024 1012

16 G' 36.8 45.6 53.2 59.8 65.7 70.9 75.6 79.80.0598" 24" S 1083 989 931 892 864 842 825 812

G' 35.5 43.5 50.3 56.1 61.1 65.5 69.4 72.930" S 968 870 810 768 739 716 699 685

G' 34.4 41.7 47.7 52.9 57.2 61.0 64.3 67.236" S 888 788 725 683 653 630 612 598

G' 33.4 40.1 45.5 50.1 53.9 57.2 60.0 62.5

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24 / 6

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"6" S 1423 1298 1217 1162 994* 761* 602* 487*

G' 7.7 10.0 12.3 14.5 16.7 18.8 20.8 22.712" S 1045 953 895 855 825 761* 602* 487*

G' 7.6 9.9 12.1 14.2 16.3 18.2 20.1 21.918" S 882 779 715 670 638 614 595 487*

22 G' 7.5 9.8 11.9 14.0 15.9 17.8 19.5 21.20.0295" 24" S 794 686 618 572 539 513 493 477

G' 7.5 9.7 11.8 13.7 15.6 17.3 19.0 20.630" S 738 627 558 511 477 451 431 415

G' 7.4 9.6 11.6 13.5 15.3 17.0 18.6 20.136" S 701 588 517 470 435 409 389 372

G' 7.4 9.5 11.5 13.4 15.1 16.7 18.2 19.66" S 1743 1591 1491 1424 1328* 1017* 804* 651*

G' 12.2 15.9 19.4 22.8 26.0 29.1 32.0 34.912" S 1280 1167 1096 1047 1011 984 804* 651*

G' 12.0 15.6 18.9 22.1 25.1 27.9 30.6 33.218" S 1081 955 875 821 782 752 729 651*

20 G' 11.9 15.3 18.5 21.5 24.3 26.9 29.4 31.70.0358" 24" S 972 840 757 701 660 629 604 585

G' 11.8 15.1 18.2 21.0 23.6 26.1 28.3 30.530" S 904 769 684 626 584 553 528 508

G' 11.7 14.9 17.9 20.6 23.0 25.3 27.4 29.436" S 858 720 634 575 533 501 476 456

G' 11.6 14.8 17.6 20.2 22.5 24.7 26.7 28.56" S 2349 2143 2008 1919 1854 1548* 1223* 991*

G' 23.6 30.4 36.7 42.6 48.2 53.4 58.3 63.012" S 1724 1573 1477 1410 1362 1326 1223* 991*

G' 23.1 29.4 35.2 40.6 45.5 50.1 54.3 58.318" S 1456 1286 1179 1106 1053 1013 981 956

18 G' 22.6 28.6 34.0 38.9 43.3 47.4 51.1 54.50.0474" 24" S 1310 1131 1020 944 889 847 814 788

G' 22.3 28.0 33.0 37.5 41.5 45.1 48.4 51.430" S 1218 1035 921 843 787 744 711 684

G' 22.0 27.5 32.2 36.3 40.0 43.2 46.1 48.836" S 1156 970 854 775 718 675 641 614

G' 21.8 27.0 31.5 35.3 38.7 41.6 44.2 46.56" S 3018 2753 2580 2465 2383 2192* 1732* 1403*

G' 40.2 51.1 61.0 70.0 78.3 85.9 92.9 99.412" S 2215 2020 1897 1812 1750 1703 1666 1403*

G' 38.8 48.7 57.4 65.1 72.1 78.4 84.1 89.218" S 1870 1652 1515 1421 1353 1302 1261 1228

16 G' 37.8 46.8 54.6 61.4 67.3 72.6 77.3 81.50.0598" 24" S 1683 1453 1310 1212 1142 1088 1046 1012

G' 36.9 45.3 52.3 58.3 63.5 68.0 71.9 75.430" S 1565 1330 1183 1083 1011 956 913 879

G' 36.2 44.0 50.4 55.8 60.3 64.2 67.6 70.536" S 1485 1246 1097 996 922 867 824 789

G' 35.7 43.0 48.9 53.7 57.7 61.1 63.9 66.4

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

TABLE 47

N-DekAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 55 of 94

Page 56: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"6" S 665 605 568 543 525 511 500 491

G' 7.6 9.8 12.0 14.1 16.1 18.0 19.8 21.612" S 487 420 379 352 332 317 305 296

G' 7.4 9.6 11.6 13.5 15.2 16.9 18.5 20.018" S 423 355 313 285 264 249 237 228

22 G' 7.3 9.4 11.2 13.0 14.6 16.1 17.5 18.80.0295" 24" S 391 322 279 251 230 215 203 193

G' 7.2 9.2 11.0 12.6 14.1 15.4 16.7 17.830" S 371 301 259 230 210 194 182 172

G' 7.2 9.1 10.8 12.3 13.7 14.9 16.0 17.036" S 358 288 245 216 196 180 168 159

G' 7.1 9.0 10.6 12.0 13.3 14.4 15.4 16.36" S 811 738 692 661 639 622 608 598

G' 11.9 15.4 18.7 21.7 24.6 27.4 30.0 32.412" S 595 513 463 429 404 386 372 360

G' 11.6 14.8 17.7 20.4 22.9 25.2 27.3 29.318" S 517 433 382 347 323 304 289 277

20 G' 11.4 14.4 17.0 19.4 21.6 23.6 25.3 27.00.0358" 24" S 478 393 341 306 281 262 247 236

G' 11.2 14.0 16.5 18.7 20.6 22.3 23.8 25.130" S 454 369 316 281 256 237 222 210

G' 11.1 13.8 16.1 18.0 19.8 21.2 22.6 23.736" S 438 352 300 265 239 220 205 193

G' 11.0 13.6 15.7 17.5 19.1 20.4 21.5 22.56" S 1084 984 922 880 850 827 809 795

G' 22.8 28.9 34.5 39.7 44.4 48.7 52.7 56.412" S 796 686 618 572 539 515 495 480

G' 21.8 27.1 31.8 36.0 39.6 42.9 45.8 48.518" S 694 581 511 465 431 406 386 370

18 G' 21.1 25.9 29.9 33.4 36.3 38.9 41.1 43.10.0474" 24" S 642 527 457 410 376 350 331 315

G' 20.6 25.0 28.5 31.4 33.9 35.9 37.7 39.230" S 610 495 424 377 343 317 297 281

G' 20.2 24.2 27.4 29.9 31.9 33.6 35.0 36.236" S 589 473 402 355 321 295 275 259

G' 19.9 23.7 26.5 28.7 30.4 31.8 32.9 33.96" S 1381 1252 1172 1118 1079 1049 1026 1007

G' 38.1 47.5 55.7 63.0 69.5 75.3 80.6 85.312" S 1017 875 787 728 686 654 629 609

G' 35.7 43.3 49.7 55.1 59.6 63.6 67.0 70.018" S 888 742 653 592 549 516 491 470

16 G' 34.0 40.5 45.6 49.7 53.1 55.9 58.3 60.30.0598" 24" S 822 674 584 523 480 447 421 401

G' 32.9 38.5 42.7 46.0 48.5 50.6 52.2 53.630" S 782 633 543 482 438 405 379 358

G' 32.0 37.0 40.5 43.1 45.1 46.6 47.8 48.736" S 755 606 515 454 410 377 351 330

G' 31.3 35.8 38.8 40.9 42.4 43.5 44.4 45.0

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24 / 6

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"6" S 948 824 746 694 655 626 604 498*

G' 7.6 9.9 12.1 14.2 16.2 18.1 19.9 21.712" S 769 636 554 498 458 428 404 385

G' 7.5 9.7 11.7 13.7 15.5 17.2 18.8 20.318" S 706 571 488 431 390 360 336 316

22 G' 7.4 9.6 11.5 13.3 15.0 16.6 18.0 19.30.0295" 24" S 675 538 454 397 356 325 301 282

G' 7.4 9.5 11.4 13.1 14.7 16.1 17.4 18.630" S 655 518 434 377 336 305 280 261

G' 7.4 9.4 11.2 12.9 14.4 15.7 16.9 18.036" S 643 505 420 363 322 291 267 247

G' 7.4 9.4 11.1 12.7 14.2 15.4 16.5 17.56" S 1158 1005 910 846 799 763 735 665*

G' 12.0 15.5 18.8 21.9 24.8 27.6 30.2 32.712" S 940 777 677 608 559 522 493 469

G' 11.8 15.1 18.1 20.9 23.4 25.7 27.9 29.918" S 864 698 596 527 477 439 410 386

20 G' 11.7 14.8 17.6 20.1 22.4 24.5 26.3 28.00.0358" 24" S 826 658 555 486 435 397 368 344

G' 11.6 14.6 17.3 19.6 21.7 23.5 25.2 26.630" S 802 634 531 461 410 372 343 319

G' 11.5 14.5 17.0 19.2 21.1 22.8 24.3 25.536" S 787 618 514 444 394 356 326 302

G' 11.5 14.4 16.8 18.9 20.7 22.2 23.5 24.76" S 1550 1345 1216 1129 1065 1017 980 949

G' 23.0 29.2 34.9 40.1 44.8 49.2 53.2 57.012" S 1262 1042 906 814 748 697 658 627

G' 22.3 27.9 32.8 37.1 40.9 44.3 47.3 50.018" S 1161 938 800 706 639 588 548 516

18 G' 21.9 27.1 31.5 35.2 38.4 41.1 43.5 45.50.0474" 24" S 1110 885 746 652 584 533 493 461

G' 21.7 26.6 30.6 33.9 36.6 38.8 40.7 42.330" S 1080 853 713 619 551 499 459 427

G' 21.5 26.2 29.9 32.8 35.2 37.1 38.7 40.036" S 1059 831 691 597 529 477 437 405

G' 21.3 25.9 29.4 32.1 34.2 35.8 37.1 38.26" S 1980 1715 1549 1436 1355 1293 1244 1205

G' 38.7 48.2 56.6 64.0 70.6 76.5 81.8 86.612" S 1616 1333 1158 1039 953 889 838 798

G' 37.0 45.2 51.9 57.5 62.3 66.3 69.8 72.918" S 1489 1201 1023 903 816 751 699 658

16 G' 36.0 43.3 49.0 53.5 57.1 60.1 62.5 64.60.0598" 24" S 1424 1134 955 834 747 681 630 588

G' 35.4 42.0 47.0 50.7 53.6 55.8 57.6 59.030" S 1385 1094 914 792 705 639 588 546

G' 34.9 41.1 45.6 48.7 51.0 52.7 54.0 55.036" S 1359 1067 886 765 677 611 559 518

G' 34.6 40.5 44.5 47.2 49.1 50.4 51.3 51.9

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

TABLE 48

N-Dek InterlockingAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

ESR-1169 | Most Widely Accepted and Trusted Page 56 of 94

Page 57: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"6" S 1138 1076 1039 1014 996 778* 615* 498*

G' 7.7 10.0 12.3 14.6 16.7 18.8 20.8 22.712" S 941 871 826 795 772 755 615* 498*

G' 7.6 9.9 12.1 14.3 16.3 18.3 20.2 22.018" S 794 712 660 624 598 578 562 498*

22 G' 7.6 9.8 12.0 14.0 16.0 17.9 19.6 21.30.0295" 24" S 711 623 568 530 502 481 465 451

G' 7.5 9.8 11.9 13.9 15.7 17.5 19.2 20.830" S 658 567 510 471 442 421 404 390

G' 7.5 9.7 11.8 13.7 15.5 17.2 18.8 20.336" S 622 529 470 430 401 379 362 348

G' 7.5 9.7 11.7 13.6 15.3 16.9 18.5 19.96" S 1394 1318 1273 1242 1221 1039* 821* 665*

G' 12.2 15.9 19.4 22.8 26.0 29.1 32.1 34.912" S 1153 1067 1012 974 946 925 821* 665*

G' 12.1 15.6 19.0 22.2 25.2 28.0 30.7 33.318" S 972 872 808 764 732 708 689 665*

20 G' 12.0 15.4 18.6 21.7 24.5 27.1 29.6 32.00.0358" 24" S 871 763 695 649 615 589 569 553

G' 11.9 15.2 18.4 21.2 23.9 26.4 28.7 30.930" S 806 695 625 577 542 515 495 478

G' 11.8 15.1 18.1 20.9 23.4 25.8 27.9 29.936" S 762 648 576 527 492 465 444 427

G' 11.8 15.0 17.9 20.6 23.0 25.2 27.3 29.16" S 1878 1776 1714 1674 1645 1583* 1251* 1013*

G' 23.7 30.5 36.8 42.7 48.3 53.5 58.4 63.112" S 1554 1438 1363 1312 1274 1246 1223 1013*

G' 23.2 29.6 35.5 40.8 45.8 50.4 54.7 58.618" S 1310 1174 1088 1029 986 954 928 907

18 G' 22.9 29.0 34.4 39.4 43.9 48.0 51.7 55.10.0474" 24" S 1173 1028 937 874 828 794 767 745

G' 22.6 28.5 33.6 38.2 42.3 46.0 49.3 52.330" S 1086 936 841 777 730 694 666 644

G' 22.4 28.1 33.0 37.3 41.0 44.4 47.4 50.036" S 1027 872 776 710 662 626 598 575

G' 22.3 27.7 32.4 36.5 40.0 43.0 45.7 48.16" S 2412 2281 2203 2150 2113 2085 1771* 1435*

G' 40.4 51.3 61.2 70.2 78.5 86.1 93.1 99.612" S 1996 1847 1752 1686 1637 1600 1571 1435*

G' 39.2 49.1 57.9 65.8 72.8 79.1 84.8 90.018" S 1683 1509 1398 1323 1267 1225 1192 1165

16 G' 38.3 47.6 55.5 62.4 68.5 73.8 78.6 82.90.0598" 24" S 1507 1321 1203 1123 1064 1020 985 957

G' 37.7 46.4 53.6 59.8 65.1 69.7 73.8 77.330" S 1396 1202 1081 998 937 892 856 827

G' 37.2 45.4 52.2 57.8 62.5 66.5 69.9 72.936" S 1319 1121 997 912 851 804 768 738

G' 36.8 44.7 51.0 56.1 60.3 63.8 66.8 69.3

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24 / 6

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"6" S 1434 1298 1217 1162 1016* 778* 615* 498*

G' 7.7 10.1 12.4 14.6 16.7 18.8 20.8 22.812" S 1244 1111 1025 967 923 778* 615* 498*

G' 7.6 10.0 12.2 14.3 16.4 18.3 20.2 22.118" S 1082 935 843 779 732 697 615* 498*

22 G' 7.6 9.9 12.1 14.1 16.1 18.0 19.8 21.50.0295" 24" S 995 842 746 680 632 595 567 498*

G' 7.6 9.8 12.0 14.0 15.9 17.7 19.4 21.030" S 941 785 686 619 570 533 504 481

G' 7.6 9.8 11.9 13.8 15.7 17.4 19.1 20.636" S 904 745 646 578 528 491 462 438

G' 7.5 9.7 11.8 13.7 15.5 17.2 18.8 20.36" S 1757 1591 1491 1424 1357* 1039* 821* 665*

G' 12.2 15.9 19.4 22.8 26.0 29.1 32.1 35.012" S 1524 1361 1256 1184 1131 1039* 821* 665*

G' 12.1 15.7 19.1 22.2 25.3 28.1 30.9 33.418" S 1325 1146 1032 954 897 854 820 665*

20 G' 12.0 15.5 18.8 21.8 24.7 27.4 29.9 32.30.0358" 24" S 1219 1032 914 833 774 729 694 665*

G' 12.0 15.4 18.6 21.5 24.2 26.7 29.1 31.330" S 1152 961 841 758 698 653 618 589

G' 11.9 15.3 18.4 21.2 23.8 26.2 28.4 30.536" S 1107 913 791 708 647 602 566 537

G' 11.9 15.2 18.2 21.0 23.5 25.8 27.9 29.86" S 2367 2143 2008 1919 1854 1583* 1251* 1013*

G' 23.7 30.5 36.9 42.8 48.4 53.6 58.6 63.212" S 2053 1833 1692 1595 1524 1470 1251* 1013*

G' 23.3 29.8 35.7 41.1 46.1 50.8 55.1 59.018" S 1785 1544 1391 1285 1209 1150 1105 1013*

18 G' 23.1 29.3 34.8 39.9 44.4 48.6 52.4 55.90.0474" 24" S 1642 1390 1231 1122 1043 983 935 897

G' 22.9 28.9 34.2 38.9 43.1 46.9 50.3 53.430" S 1553 1295 1132 1021 941 880 832 793

G' 22.7 28.6 33.7 38.1 42.1 45.5 48.6 51.436" S 1492 1230 1066 953 872 810 762 723

G' 22.6 28.3 33.3 37.5 41.2 44.4 47.2 49.76" S 3042 2753 2580 2465 2383 2242* 1771* 1435*

G' 40.5 51.4 61.4 70.4 78.7 86.4 93.4 99.912" S 2638 2355 2174 2049 1958 1888 1771* 1435*

G' 39.5 49.6 58.5 66.4 73.5 79.9 85.6 90.918" S 2294 1984 1787 1651 1553 1478 1419 1372

16 G' 38.8 48.3 56.4 63.5 69.7 75.2 80.0 84.30.0598" 24" S 2109 1786 1581 1441 1340 1262 1202 1153

G' 38.4 47.4 54.9 61.4 66.8 71.6 75.7 79.330" S 1995 1663 1455 1312 1209 1130 1069 1019

G' 38.0 46.7 53.8 59.7 64.6 68.8 72.3 75.436" S 1917 1580 1369 1225 1120 1041 979 929

G' 37.8 46.1 52.8 58.3 62.8 66.5 69.6 72.3

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

TABLE 49

N-Dek InterlockingAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 57 of 94

Page 58: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Button punch G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"6" S 443 370 325 294 272 256 243 233

G' 7.1 8.9 10.4 11.7 12.8 13.7 14.5 15.112" S 379 304 258 227 205 188 175 164

G' 7.0 8.7 10.0 11.1 11.9 12.5 13.0 13.418" S 357 281 235 204 182 165 152 141

22 G' 7.0 8.6 9.9 10.8 11.5 12.0 12.4 12.60.0295" 24" S 346 270 224 193 170 153 140 130

G' 7.0 8.6 9.8 10.7 11.3 11.7 12.0 12.230" S 340 263 217 186 163 147 133 123

G' 6.9 8.5 9.7 10.6 11.2 11.6 11.8 11.936" S 335 259 212 181 159 142 129 118

G' 6.9 8.5 9.7 10.5 11.1 11.4 11.6 11.76" S 571 483 429 392 366 346 330 318

G' 11.0 13.4 15.4 17.0 18.2 19.2 19.9 20.612" S 477 386 331 293 266 246 230 217

G' 10.8 13.0 14.6 15.8 16.6 17.1 17.5 17.718" S 446 354 298 260 233 212 196 184

20 G' 10.7 12.8 14.3 15.3 15.9 16.3 16.4 16.50.0358" 24" S 429 337 281 243 216 196 180 167

G' 10.7 12.7 14.2 15.1 15.6 15.8 15.9 15.830" S 420 327 271 233 206 185 169 157

G' 10.6 12.7 14.1 14.9 15.3 15.5 15.5 15.436" S 413 321 264 226 199 179 163 150

G' 10.6 12.6 14.0 14.8 15.2 15.3 15.3 15.16" S 837 722 651 603 569 543 522 506

G' 19.9 23.4 25.8 27.4 28.6 29.3 29.8 30.112" S 675 555 482 432 396 370 349 332

G' 19.4 22.3 24.0 24.9 25.3 25.3 25.2 24.918" S 620 498 424 374 338 311 290 273

18 G' 19.2 21.9 23.3 23.9 23.9 23.7 23.3 22.90.0474" 24" S 592 469 395 345 309 281 260 243

G' 19.1 21.6 22.9 23.3 23.2 22.9 22.3 21.730" S 575 452 377 327 291 264 242 225

G' 19.0 21.5 22.6 23.0 22.8 22.3 21.7 21.136" S 563 441 366 315 279 252 231 214

G' 19.0 21.4 22.5 22.7 22.5 22.0 21.3 20.66" S 1164 1021 933 874 831 798 773 752

G' 31.5 35.4 37.5 38.7 39.3 39.4 39.4 39.312" S 910 759 666 604 559 525 499 478

G' 30.3 33.1 34.2 34.3 33.8 33.2 32.4 31.618" S 822 669 575 512 466 432 406 384

16 G' 29.9 32.3 32.9 32.6 31.8 30.8 29.7 28.70.0598" 24" S 777 623 529 465 420 385 359 337

G' 29.6 31.8 32.2 31.6 30.6 29.5 28.3 27.130" S 751 595 501 437 392 357 330 309

G' 29.5 31.6 31.8 31.1 30.0 28.7 27.4 26.236" S 733 577 482 418 373 338 311 290

G' 29.4 31.4 31.5 30.7 29.5 28.1 26.8 25.5

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Button punch G' = Stiffness Factor (kips/in.)24 / 6

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"6" S 726 586 499 440 398 366 341 321

G' 7.3 9.3 11.0 12.5 13.8 14.9 15.9 16.712" S 663 520 433 373 331 298 273 253

G' 7.3 9.2 10.8 12.2 13.3 14.3 15.0 15.618" S 642 499 410 351 308 275 250 230

22 G' 7.3 9.2 10.8 12.1 13.2 14.0 14.6 15.10.0295" 24" S 631 488 399 339 296 264 239 218

G' 7.3 9.1 10.7 12.0 13.0 13.8 14.4 14.830" S 625 481 392 333 290 257 232 212

G' 7.2 9.1 10.7 12.0 13.0 13.7 14.3 14.736" S 620 476 388 328 285 253 227 207

G' 7.2 9.1 10.7 12.0 12.9 13.7 14.2 14.66" S 917 747 642 571 520 481 451 426

G' 11.4 14.3 16.6 18.6 20.1 21.4 22.4 23.312" S 825 652 545 473 421 381 351 326

G' 11.3 14.1 16.3 17.9 19.2 20.2 20.8 21.318" S 794 620 512 439 387 348 317 292

20 G' 11.3 14.0 16.1 17.7 18.9 19.7 20.2 20.50.0358" 24" S 779 603 496 423 370 331 300 275

G' 11.3 14.0 16.0 17.6 18.7 19.4 19.8 20.130" S 769 594 486 413 360 321 290 265

G' 11.3 13.9 16.0 17.5 18.5 19.2 19.6 19.836" S 763 587 479 406 354 314 283 258

G' 11.3 13.9 15.9 17.4 18.4 19.1 19.5 19.66" S 1303 1079 940 845 777 726 686 653

G' 21.3 25.7 28.9 31.3 32.9 34.1 34.8 35.312" S 1143 912 770 674 604 552 511 478

G' 21.1 25.1 27.9 29.7 30.8 31.3 31.5 31.518" S 1089 856 713 616 546 493 452 419

18 G' 21.0 24.9 27.6 29.1 30.0 30.3 30.3 30.00.0474" 24" S 1062 828 684 587 517 464 423 390

G' 20.9 24.8 27.4 28.8 29.6 29.8 29.6 29.230" S 1045 811 666 569 499 446 405 372

G' 20.9 24.8 27.2 28.6 29.3 29.4 29.2 28.736" S 1034 799 655 557 487 434 393 360

G' 20.9 24.7 27.1 28.5 29.1 29.2 28.9 28.46" S 1761 1479 1305 1186 1100 1035 984 943

G' 34.6 40.2 43.7 45.7 46.8 47.4 47.5 47.312" S 1510 1217 1037 914 826 759 707 666

G' 34.1 39.0 41.7 42.8 43.1 42.8 42.1 41.318" S 1424 1128 946 822 733 666 614 572

16 G' 33.9 38.5 40.9 41.8 41.7 41.1 40.1 39.10.0598" 24" S 1381 1083 900 776 687 620 567 525

G' 33.8 38.3 40.5 41.2 41.0 40.2 39.1 37.930" S 1355 1056 872 748 659 591 539 497

G' 33.7 38.2 40.3 40.8 40.5 39.6 38.4 37.236" S 1337 1038 854 730 640 573 520 478

G' 33.7 38.1 40.1 40.6 40.2 39.2 38.0 36.7

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

Calculations are based on a ''Single Span Condition''.

GAGE

TABLE 50

N-Dek InterlockingAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 58 of 94

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TABLE 51

N-Dek Interlocking & N-Dek ES InterlockingAllowable Diaphragm Shear SUPPORT CONNECTION: 1/2" Effective Weld Diameter S = Allowable Diaphragm Shear (lbs/foot) SIDELAP CONNECTION: Dek-Lok ISL G' = Stiffness Factor (kips/in.) ATTACHMENT PATTERN: 24 / 4

GAGE SIDE LAP FACTOR DECK SPAN - C to C SUPPORTSPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 994 953 920 893 871 852 835 821G' 8.0 8.8 9.5 10.1 10.7 11.2 11.6 12.0S12" S 711 664 626 597 572 552 535 520G' 7.9 8.7 9.3 9.9 10.4 10.8 11.2 11.5

18" S 602 554 517 487 463 443 425 411

22 G' 7.9 8.6 9.3 9.8 10.3 10.7 11.0 11.3

0.0295" 24" S 547 500 462 433 408 388 371 356G' 7.9 8.6 9.2 9.8 10.3 10.6 11.0 11.2

30" S 515 467 430 400 375 355 338 323G' 7.9 8.6 9.2 9.8 10.2 10.6 10.9 11.1

36" S 493 445 408 378 354 333 316 301G' 7.8 8.6 9.2 9.8 10.2 10.6 10.9 11.1G' 7.8 8.6 9.2 9.8 10.2 10.6 10.9 11.1

6" S 1428 1382 1346 1315 1290 1268 1250 1234G' 12.1 13.1 14.0 14.8 15.4 15.9 16.3 16.7

12" S 1072 1010 959 918 884 856 832 812G' 11.9 12.9 13.7 14.4 14.9 15.3 15.6 15.8

18" S 893 827 776 735 701 673 650 629

20 G' 11.9 12.8 13.6 14.2 14.7 15.1 15.3 15.5

0.0358" 24" S 802 736 685 644 610 582 558 538G' 11.9 12.8 13.5 14.1 14.6 14.9 15.2 15.3

30" S 747 681 630 589 555 527 504 483G' 11.8 12.8 13.5 14.1 14.5 14.9 15.1 15.2G' 11.8 12.8 13.5 14.1 14.5 14.9 15.1 15.2

36" S 710 644 593 552 519 491 467 447G' 11.8 12.7 13.5 14.1 14.5 14.8 15.0 15.2

6" S 1955 1897 1851 1812 1780 1753 1729 1709G' 21.2 22.5 23.5 24.2 24.7 25.1 25.3 25.4

12" S 1471 1392 1329 1277 1234 1198 1166 1139G' 20.9 22.0 22.8 23.3 23.6 23.8 23.8 23.7

18" S 1241 1151 1081 1026 980 942 910 882

18 G' 20.7 21.8 22.5 23.0 23.2 23.3 23.2 23.0

0.0474" 24" S 1110 1021 951 895 849 811 779 751G' 20.6 21.7 22.4 22.8 23.0 23.0 22.9 22.7

30" S 1032 942 872 817 771 733 701 673G' 20.6 21.6 22.3 22.7 22.9 22.9 22.8 22.5

36" S 980 890 820 764 719 681 648 621G' 20.6 21.6 22.2 22.6 22.8 22.8 22.6 22.4

6" S 2181 2104 2043 1992 1949 1913 1883 1856G' 32.4 33.5 34.2 34.6 34.7 34.6 34.3 34.0

12" S 1608 1506 1427 1364 1312 1268 1232 1201G' 31.6 32.5 32.9 32.9 32.7 32.4 31.9 31.3

18" S 1344 1242 1163 1099 1047 1004 968 93618" S 1344 1242 1163 1099 1047 1004 968 936

16 G' 31.3 32.1 32.4 32.3 32.0 31.6 31.0 30.3

0.0598" 24" S 1211 1110 1030 967 915 872 836 804G' 31.2 31.9 32.1 32.0 31.7 31.2 30.5 29.9

30" S 1132 1030 951 888 836 793 756 725G' 31.1 31.8 32.0 31.8 31.5 30.9 30.3 29.5

36" S 1079 977 898 835 783 740 703 672G' 31.0 31.7 31.9 31.7 31.3 30.7 30.1 29.3

SHEAR BUCKLING STRENGTH LIMITATIONGAGE FACTOR DECK SPAN - C to C SUPPORTGAGE FACTOR DECK SPAN - C to C SUPPORT

7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"22 [0.0295"] 4061 3109 2457 1990 1645 1382 1178 101620 [0.0358"] 5428 4156 3284 2660 2198 1847 1574 135718 [0.0474"] 8266 6329 5001 4051 3348 2813 2397 206716 [0.0598"] 11709 8965 7083 5738 4742 3985 3395 2928

Fy = 40 ksi and Fu = 55 ksiNOTES: Data is prepared in accordance with SDI's DIAPHRAGM DESIGN MANUAL, DDM03

S values have been divided by a Safety Factor of 3 to obtain (ASD) Diaphragm Shear values for seismic loading (worst case).Snb values have been divided by a Safety Factor of 2.00 to obtain (ASD) Diaphragm Shear values based on the shear buckling limitation.The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.

Seismic: φ = .55 for LRFD and Ω = 3.00 for ASD for welds.

Snb

Seismic: φ = .55 for LRFD and Ω = 3.00 for ASD for welds.

Wind: φ = .70 for LRFD and Ω = 2.35 for ASD for welds.

Other: φ = .60 for LRFD and Ω = 2.65 for ASD for welds.

Calculations are based on a ''SINGLE SPAN CONDITION''. Frame connections parallel to deck span spaced at 12" oc.Diaphragm assemblies require two (2) ISL side-lap connections at each end of deck sheet within 6 inches of each other.

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TABLE 52

N-Dek Interlocking & N-Dek ES InterlockingAllowable Diaphragm Shear SUPPORT CONNECTION: #12 Support Screws (Type 5) S = Allowable Diaphragm Shear (lbs/foot) SIDELAP CONNECTION: Dek-Lok ISL G' = Stiffness Factor (kips/in.) ATTACHMENT PATTERN: 24 / 4

GAGE SIDE LAP FACTOR DECK SPAN - C to C SUPPORTSPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 585 571 560 551 544 538 533 529G' 7.9 8.6 9.3 9.9 10.5 10.9 11.3 11.7

12" S 569 548 531 517 505 494 485 47712" S 569 548 531 517 505 494 485 477G' 7.8 8.5 9.1 9.7 10.1 10.5 10.8 11.1

22 18" S 495 470 449 432 418 405 395 385

0.0295" G' 7.8 8.5 9.1 9.6 10.0 10.4 10.7 10.9

24" S 453 425 403 384 368 355 344 334G' 7.7 8.4 9.0 9.5 10.0 10.3 10.6 10.8

30" S 425 396 373 352 335 320 308 297G' 7.7 8.4 9.0 9.5 9.9 10.3 10.5 10.7

36" S 406 375 348 326 309 294 281 271G' 7.7 8.4 9.0 9.5 9.9 10.2 10.5 10.7

6" S 710 693 679 669 660 653 647 6416" S 710 693 679 669 660 653 647 641G' 11.9 12.9 13.7 14.4 15.0 15.4 15.8 16.1

12" S 710 693 679 669 660 653 647 641G' 11.7 12.6 13.4 13.9 14.4 14.7 15.0 15.2

20 18" S 709 680 656 636 618 603 590 579

0.0358" G' 11.6 12.5 13.2 13.8 14.2 14.5 14.7 14.8

24" S 652 619 591 568 548 532 517 504G' 11.6 12.5 13.2 13.7 14.1 14.3 14.5 14.6

30" S 614 578 548 523 502 484 469 455G' 11.6 12.4 13.1 13.6 14.0 14.3 14.4 14.511.6 12.4 13.1 13.6 14.0 14.3 14.4 14.5

36" S 587 549 518 492 470 451 435 420G' 11.6 12.4 13.1 13.6 14.0 14.2 14.3 14.4

6" S 939 917 899 885 874 864 856 849G' 20.7 21.9 22.7 23.4 23.8 24.1 24.2 24.3

12" S 939 917 899 885 874 864 856 849G' 20.3 21.2 21.9 22.3 22.5 22.6 22.5 22.4

18 18" S 939 917 899 879 857 837 820 805

0.0474" G' 20.1 21.0 21.6 21.9 22.1 22.1 21.9 21.7

24" S 899 855 818 788 762 739 720 703G' 20.0 20.9 21.5 21.8 21.8 21.8 21.6 21.4G' 20.0 20.9 21.5 21.8 21.8 21.8 21.6 21.4

30" S 847 799 760 727 698 674 653 635G' 20.0 20.8 21.4 21.6 21.7 21.6 21.4 21.1

36" S 810 760 718 683 653 628 606 587G' 19.9 20.8 21.3 21.6 21.6 21.5 21.3 21.0

6" S 1185 1157 1134 1117 1102 1090 1080 1071G' 31.3 32.3 32.8 33.0 33.0 32.9 32.6 32.2

12" S 1185 1157 1134 1117 1102 1090 1080 1071G' 30.4 31.1 31.3 31.2 30.9 30.5 29.9 29.3

16 18" S 1101 1051 1010 975 946 921 899 880

0.0598" G' 30.1 30.6 30.7 30.5 30.1 29.6 29.0 28.30.0598" G' 30.1 30.6 30.7 30.5 30.1 29.6 29.0 28.3

24" S 1009 953 907 868 836 808 784 763G' 29.9 30.4 30.5 30.2 29.7 29.2 28.5 27.8

30" S 949 889 840 799 765 735 710 688G' 29.8 30.3 30.3 30.0 29.5 28.9 28.2 27.4

36" S 907 844 793 750 715 684 657 632G' 29.7 30.2 30.2 29.9 29.3 28.7 28.0 27.2

SHEAR BUCKLING STRENGTH LIMITATIONGAGE FACTOR DECK SPAN - C to C SUPPORT

7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"22 [0.0295"] 4061 3109 2457 1990 1645 1382 1178 101620 [0.0358"] 5428 4156 3284 2660 2198 1847 1574 135718 [0.0474"] 8266 6329 5001 4051 3348 2813 2397 206716 [0.0598"] 11709 8965 7083 5738 4742 3985 3395 2928

Fy = 40 ksi and Fu = 55 ksiNOTES: Data is prepared in accordance with SDI's DIAPHRAGM DESIGN MANUAL, DDM03

S values have been divided by a Safety Factor of 2.5 to obtain (ASD) Diaphragm Shear values for seismic loading (worst case).Snb values have been divided by a Safety Factor of 2.00 to obtain (ASD) Diaphragm Shear values based on the shear buckling limitation.The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.

Seismic: φ = .65 for LRFD and Ω = 2.5 for ASD for mechanical fasteners

Wind: φ = .70 for LRFD and Ω = 2.35 for ASD for mechanical fasteners.

Other: φ = .65 for LRFD and Ω = 2.50 for ASD for mechanical fasteners.

Snb

Other: φ = .65 for LRFD and Ω = 2.50 for ASD for mechanical fasteners.

Calculations are based on a ''SINGLE SPAN CONDITION''. Frame connections parallel to deck span spaced at 12" oc.Diaphragm assemblies require two (2) ISL side-lap connections at each end of deck sheet within 6 inches of each other.

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TABLE 53

N-Dek Interlocking & N-Dek ES InterlockingAllowable Diaphragm Shear SUPPORT CONNECTION: Hilti X-ENP-19-L15 S = Allowable Diaphragm Shear (lbs/foot) SIDELAP CONNECTION: Dek-Lok ISL G' = Stiffness Factor (kips/in.) ATTACHMENT PATTERN: 24 / 4

GAGE SIDE LAP FACTOR DECK SPAN - C to C SUPPORTSPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 794 775 761 749 739 731 724 718G' 8.3 9.2 10.0 10.7 11.4 12.0 12.6 13.1S12" S 658 628 603 583 566 552 539 529G' 8.2 9.1 9.9 10.6 11.3 11.8 12.3 12.8

22 18" S 569 535 507 485 465 448 434 421

0.0295" G' 8.2 9.1 9.9 10.6 11.2 11.8 12.3 12.7

24" S 514 475 444 419 399 382 368 356G' 8.2 9.1 9.9 10.6 11.2 11.7 12.2 12.6

30" S 475 435 405 380 360 343 329 317G' 8.2 9.1 9.8 10.5 11.2 11.7 12.2 12.6

36" S 449 409 378 354 334 317 302 290G' 8.2 9.1 9.8 10.5 11.2 11.7 12.2 12.6G' 8.2 9.1 9.8 10.5 11.2 11.7 12.2 12.6

6" S 958 935 917 903 891 881 873 866G' 12.7 13.9 15.0 16.0 16.8 17.5 18.2 18.7

12" S 941 907 879 856 836 819 805 792G' 12.6 13.8 14.9 15.8 16.5 17.2 17.7 18.1

20 18" S 820 778 745 716 693 673 655 640

0.0358" G' 12.6 13.8 14.8 15.7 16.4 17.0 17.5 17.9

24" S 750 704 667 637 611 589 570 554G' 12.6 13.8 14.8 15.6 16.4 17.0 17.4 17.8

30" S 704 657 618 586 557 533 512 494G' 12.6 13.7 14.8 15.6 16.3 16.9 17.4 17.8G' 12.6 13.7 14.8 15.6 16.3 16.9 17.4 17.8

36" S 673 623 578 543 513 489 468 450G' 12.6 13.7 14.7 15.6 16.3 16.9 17.4 17.7

6" S 1253 1223 1199 1181 1165 1152 1142 1132G' 22.9 24.7 26.1 27.2 28.1 28.7 29.2 29.6

12" S 1253 1223 1199 1178 1153 1131 1112 1096G' 22.7 24.4 25.6 26.6 27.3 27.9 28.2 28.4

18 18" S 1124 1071 1027 990 959 932 909 889

0.0474" G' 22.7 24.2 25.5 26.4 27.1 27.5 27.8 27.9

24" S 1029 970 921 881 846 817 792 77024" S 1029 970 921 881 846 817 792 770G' 22.6 24.2 25.4 26.3 27.0 27.4 27.6 27.7

30" S 967 904 853 810 774 743 717 694G' 22.6 24.2 25.4 26.3 26.9 27.3 27.5 27.6

36" S 924 858 805 760 720 686 657 633G' 22.6 24.1 25.3 26.2 26.8 27.2 27.4 27.5

6" S 1560 1522 1493 1470 1451 1435 1421 1410G' 36.0 37.9 39.3 40.2 40.7 41.0 41.0 40.9

12" S 1443 1385 1339 1300 1267 1239 1215 1194G' 35.6 37.3 38.4 39.1 39.4 39.4 39.2 38.9

16 18" S 1252 1184 1129 1084 1045 1013 985 96016 18" S 1252 1184 1129 1084 1045 1013 985 960

0.0598" G' 35.4 37.0 38.1 38.7 38.9 38.8 38.6 38.2

24" S 1144 1071 1012 963 921 884 853 826G' 35.3 36.9 37.9 38.5 38.6 38.6 38.3 37.8

30" S 1075 993 925 871 826 789 758 731G' 35.3 36.8 37.8 38.3 38.5 38.4 38.1 37.6

36" S 1017 930 862 807 763 726 694 667G' 35.2 36.8 37.8 38.3 38.4 38.3 37.9 37.4

SHEAR BUCKLING STRENGTH LIMITATIONGAGE FACTOR DECK SPAN - C to C SUPPORTGAGE FACTOR DECK SPAN - C to C SUPPORT

7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"22 [0.0295"] 4061 3109 2457 1990 1645 1382 1178 101620 [0.0358"] 5428 4156 3284 2660 2198 1847 1574 135718 [0.0474"] 8266 6329 5001 4051 3348 2813 2397 206716 [0.0598"] 11709 8965 7083 5738 4742 3985 3395 2928

Fy = 40 ksi and Fu = 55 ksiNOTES: Data is prepared in accordance with SDI's DIAPHRAGM DESIGN MANUAL, DDM03

S values have been divided by a Safety Factor of 2.5 to obtain (ASD) Diaphragm Shear values for seismic loading (worst case).Snb values have been divided by a Safety Factor of 2.00 to obtain (ASD) Diaphragm Shear values based on the shear buckling limitation.The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.

Seismic: φ = .65 for LRFD and Ω = 2.5 for ASD for mechanical fasteners

Snb

Seismic: φ = .65 for LRFD and Ω = 2.5 for ASD for mechanical fasteners

Wind: φ = .70 for LRFD and Ω = 2.35 for ASD for mechanical fasteners.

Other: φ = .65 for LRFD and Ω = 2.50 for ASD for mechanical fasteners.

Calculations are based on a ''SINGLE SPAN CONDITION''. Frame connections parallel to deck span spaced at 12" oc.Diaphragm assemblies require two (2) ISL side-lap connections at each end of deck sheet within 6 inches of each other.

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1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"6" S 665 605 568 543 525 511 500 491

G' 7.6 9.8 12.0 14.1 16.1 18.0 19.8 21.612" S 487 420 379 352 332 317 305 296

G' 7.4 9.6 11.6 13.5 15.2 16.9 18.5 20.018" S 423 355 313 285 264 249 237 228

22 G' 7.3 9.4 11.2 13.0 14.6 16.1 17.5 18.80.0295" 24" S 391 322 279 251 230 215 203 193

G' 7.2 9.2 11.0 12.6 14.1 15.4 16.6 17.830" S 371 301 259 230 210 194 182 172

G' 7.2 9.1 10.8 12.3 13.6 14.9 16.0 17.036" S 358 288 245 216 196 180 168 159

G' 7.1 9.0 10.6 12.0 13.3 14.4 15.4 16.36" S 811 738 692 661 639 622 608 598

G' 11.9 15.4 18.7 21.7 24.6 27.4 30.0 32.412" S 595 513 463 429 404 386 372 360

G' 11.6 14.8 17.7 20.4 22.9 25.2 27.3 29.318" S 517 433 382 347 323 304 289 277

20 G' 11.4 14.4 17.0 19.4 21.6 23.5 25.3 26.90.0358" 24" S 478 393 341 306 281 262 247 236

G' 11.2 14.0 16.5 18.7 20.6 22.3 23.8 25.130" S 454 369 316 281 256 237 222 210

G' 11.1 13.8 16.1 18.0 19.7 21.2 22.5 23.736" S 438 352 300 265 239 220 205 193

G' 11.0 13.6 15.7 17.5 19.1 20.4 21.5 22.56" S 1084 984 922 880 850 827 809 795

G' 22.8 28.9 34.5 39.6 44.3 48.6 52.6 56.312" S 796 686 618 572 539 515 495 480

G' 21.8 27.1 31.8 35.9 39.6 42.9 45.8 48.418" S 694 581 511 465 431 406 386 370

18 G' 21.1 25.9 29.9 33.3 36.3 38.8 41.1 43.10.0474" 24" S 642 527 457 410 376 350 331 315

G' 20.6 24.9 28.5 31.4 33.8 35.9 37.6 39.130" S 610 495 424 377 343 317 297 281

G' 20.2 24.2 27.4 29.9 31.9 33.6 35.0 36.236" S 589 473 402 355 321 295 275 259

G' 19.9 23.6 26.5 28.7 30.4 31.8 32.9 33.86" S 1381 1252 1172 1118 1079 1049 1026 1007

G' 38.1 47.4 55.7 62.9 69.4 75.2 80.4 85.212" S 1017 875 787 728 686 654 629 609

G' 35.6 43.3 49.6 55.0 59.5 63.5 66.9 69.918" S 888 742 653 592 549 516 491 470

16 G' 34.0 40.5 45.6 49.7 53.0 55.8 58.2 60.20.0598" 24" S 822 674 584 523 480 447 421 401

G' 32.8 38.5 42.7 45.9 48.5 50.5 52.2 53.630" S 782 633 543 482 438 405 379 358

G' 32.0 37.0 40.5 43.1 45.0 46.5 47.7 48.736" S 755 606 515 454 410 377 351 330

G' 31.3 35.8 38.8 40.9 42.4 43.5 44.3 44.9

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24 / 6

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"6" S 948 824 746 694 655 626 604 501*

G' 7.6 9.9 12.1 14.2 16.2 18.1 19.9 21.712" S 769 636 554 498 458 428 404 385

G' 7.5 9.7 11.7 13.7 15.5 17.2 18.8 20.318" S 706 571 488 431 390 360 336 316

22 G' 7.4 9.6 11.5 13.3 15.0 16.5 18.0 19.30.0295" 24" S 675 538 454 397 356 325 301 282

G' 7.4 9.5 11.4 13.1 14.6 16.1 17.4 18.630" S 655 518 434 377 336 305 280 261

G' 7.4 9.4 11.2 12.9 14.4 15.7 16.9 18.036" S 643 505 420 363 322 291 267 247

G' 7.3 9.4 11.1 12.7 14.1 15.4 16.5 17.56" S 1158 1005 910 846 799 763 735 670*

G' 12.0 15.5 18.8 21.9 24.8 27.6 30.2 32.612" S 940 777 677 608 559 522 493 469

G' 11.8 15.1 18.1 20.8 23.4 25.7 27.9 29.918" S 864 698 596 527 477 439 410 386

20 G' 11.7 14.8 17.6 20.1 22.4 24.5 26.3 28.00.0358" 24" S 826 658 555 486 435 397 368 344

G' 11.6 14.6 17.3 19.6 21.7 23.5 25.1 26.630" S 802 634 531 461 410 372 343 319

G' 11.5 14.5 17.0 19.2 21.1 22.8 24.2 25.536" S 787 618 514 444 394 356 326 302

G' 11.5 14.4 16.8 18.9 20.7 22.2 23.5 24.66" S 1550 1345 1216 1129 1065 1017 980 949

G' 23.0 29.2 34.9 40.1 44.8 49.1 53.2 56.912" S 1262 1042 906 814 748 697 658 627

G' 22.3 27.9 32.8 37.1 40.9 44.3 47.3 50.018" S 1161 938 800 706 639 588 548 516

18 G' 21.9 27.1 31.5 35.2 38.3 41.0 43.4 45.50.0474" 24" S 1110 885 746 652 584 533 493 461

G' 21.6 26.5 30.5 33.8 36.5 38.8 40.7 42.330" S 1080 853 713 619 551 499 459 427

G' 21.5 26.1 29.9 32.8 35.2 37.1 38.7 39.936" S 1059 831 691 597 529 477 437 405

G' 21.3 25.8 29.3 32.0 34.2 35.8 37.1 38.16" S 1980 1715 1549 1436 1355 1293 1244 1205

G' 38.6 48.2 56.6 63.9 70.5 76.4 81.6 86.412" S 1616 1333 1158 1039 953 889 838 798

G' 37.0 45.1 51.8 57.4 62.2 66.2 69.7 72.818" S 1489 1201 1023 903 816 751 699 658

16 G' 36.0 43.2 48.9 53.4 57.0 60.0 62.4 64.50.0598" 24" S 1424 1134 955 834 747 681 630 588

G' 35.4 42.0 46.9 50.7 53.5 55.7 57.5 58.930" S 1385 1094 914 792 705 639 588 546

G' 34.9 41.1 45.5 48.7 51.0 52.7 53.9 54.936" S 1359 1067 886 765 677 611 559 518

G' 34.6 40.4 44.4 47.2 49.1 50.4 51.3 51.9

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

TABLE 54

N-Dek ES InterlockingAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

ESR-1169 | Most Widely Accepted and Trusted Page 62 of 94

Page 63: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"6" S 1138 1076 1039 1014 996 783* 618* 501*

G' 7.7 10.0 12.3 14.5 16.7 18.8 20.8 22.712" S 941 871 826 795 772 755 618* 501*

G' 7.6 9.9 12.1 14.3 16.3 18.3 20.2 22.018" S 794 712 660 624 598 578 562 501*

22 G' 7.6 9.8 12.0 14.0 16.0 17.9 19.6 21.30.0295" 24" S 711 623 568 530 502 481 465 451

G' 7.5 9.8 11.9 13.8 15.7 17.5 19.2 20.830" S 658 567 510 471 442 421 404 390

G' 7.5 9.7 11.8 13.7 15.5 17.2 18.8 20.336" S 622 529 470 430 401 379 362 348

G' 7.5 9.7 11.7 13.5 15.3 16.9 18.5 19.96" S 1394 1318 1273 1242 1221 1046* 826* 670*

G' 12.2 15.9 19.4 22.8 26.0 29.1 32.0 34.912" S 1153 1067 1012 974 946 925 826* 670*

G' 12.1 15.6 19.0 22.1 25.1 28.0 30.7 33.318" S 972 872 808 764 732 708 689 670*

20 G' 12.0 15.4 18.6 21.6 24.5 27.1 29.6 31.90.0358" 24" S 871 763 695 649 615 589 569 553

G' 11.9 15.2 18.3 21.2 23.9 26.4 28.7 30.830" S 806 695 625 577 542 515 495 478

G' 11.8 15.1 18.1 20.9 23.4 25.8 27.9 29.936" S 762 648 576 527 492 465 444 427

G' 11.8 15.0 17.9 20.6 23.0 25.2 27.2 29.16" S 1878 1776 1714 1674 1645 1592* 1258* 1019*

G' 23.6 30.4 36.8 42.7 48.2 53.4 58.3 63.012" S 1554 1438 1363 1312 1274 1246 1223 1019*

G' 23.2 29.6 35.4 40.8 45.8 50.3 54.6 58.518" S 1310 1174 1088 1029 986 954 928 907

18 G' 22.8 28.9 34.4 39.3 43.8 47.9 51.6 55.10.0474" 24" S 1173 1028 937 874 828 794 767 745

G' 22.6 28.4 33.6 38.2 42.3 45.9 49.3 52.330" S 1086 936 841 777 730 694 666 644

G' 22.4 28.0 32.9 37.2 41.0 44.3 47.3 50.036" S 1027 872 776 710 662 626 598 575

G' 22.2 27.7 32.4 36.4 39.9 43.0 45.7 48.06" S 2412 2281 2203 2150 2113 2085 1782* 1444*

G' 40.3 51.2 61.1 70.1 78.3 85.9 92.9 99.412" S 1996 1847 1752 1686 1637 1600 1571 1444*

G' 39.1 49.1 57.8 65.7 72.7 79.0 84.7 89.818" S 1683 1509 1398 1323 1267 1225 1192 1165

16 G' 38.3 47.5 55.4 62.3 68.4 73.7 78.5 82.70.0598" 24" S 1507 1321 1203 1123 1064 1020 985 957

G' 37.7 46.3 53.6 59.8 65.0 69.6 73.6 77.230" S 1396 1202 1081 998 937 892 856 827

G' 37.2 45.4 52.1 57.7 62.4 66.4 69.8 72.836" S 1319 1121 997 912 851 804 768 738

G' 36.8 44.6 50.9 56.0 60.2 63.7 66.7 69.2

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24 / 6

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"6" S 1434 1298 1217 1162 1022* 783* 618* 501*

G' 7.7 10.1 12.3 14.6 16.7 18.8 20.8 22.712" S 1244 1111 1025 967 923 783* 618* 501*

G' 7.6 10.0 12.2 14.3 16.4 18.3 20.2 22.018" S 1082 935 843 779 732 697 618* 501*

22 G' 7.6 9.9 12.0 14.1 16.1 18.0 19.7 21.50.0295" 24" S 995 842 746 680 632 595 567 501*

G' 7.6 9.8 11.9 14.0 15.9 17.7 19.4 21.030" S 941 785 686 619 570 533 504 481

G' 7.6 9.8 11.9 13.8 15.7 17.4 19.0 20.636" S 904 745 646 578 528 491 462 438

G' 7.5 9.7 11.8 13.7 15.5 17.2 18.8 20.26" S 1757 1591 1491 1424 1366* 1046* 826* 670*

G' 12.2 15.9 19.4 22.8 26.0 29.1 32.1 34.912" S 1524 1361 1256 1184 1131 1046* 826* 670*

G' 12.1 15.7 19.0 22.2 25.3 28.1 30.8 33.418" S 1325 1146 1032 954 897 854 820 670*

20 G' 12.0 15.5 18.8 21.8 24.7 27.3 29.9 32.20.0358" 24" S 1219 1032 914 833 774 729 694 666

G' 12.0 15.4 18.5 21.5 24.2 26.7 29.1 31.330" S 1152 961 841 758 698 653 618 589

G' 11.9 15.3 18.4 21.2 23.8 26.2 28.4 30.436" S 1107 913 791 708 647 602 566 537

G' 11.9 15.2 18.2 21.0 23.5 25.8 27.9 29.86" S 2367 2143 2008 1919 1854 1592* 1258* 1019*

G' 23.7 30.5 36.8 42.8 48.3 53.6 58.5 63.112" S 2053 1833 1692 1595 1524 1470 1258* 1019*

G' 23.3 29.8 35.7 41.1 46.1 50.7 55.0 58.918" S 1785 1544 1391 1285 1209 1150 1105 1019*

18 G' 23.0 29.2 34.8 39.8 44.4 48.5 52.3 55.80.0474" 24" S 1642 1390 1231 1122 1043 983 935 897

G' 22.9 28.8 34.1 38.9 43.1 46.8 50.2 53.330" S 1553 1295 1132 1021 941 880 832 793

G' 22.7 28.6 33.6 38.1 42.0 45.5 48.5 51.336" S 1492 1230 1066 953 872 810 762 723

G' 22.6 28.3 33.2 37.5 41.1 44.3 47.2 49.66" S 3042 2753 2580 2465 2383 2255* 1782* 1444*

G' 40.4 51.4 61.3 70.3 78.6 86.2 93.2 99.712" S 2638 2355 2174 2049 1958 1888 1782* 1444*

G' 39.5 49.5 58.4 66.3 73.4 79.7 85.5 90.718" S 2294 1984 1787 1651 1553 1478 1419 1372

16 G' 38.8 48.2 56.4 63.4 69.6 75.0 79.9 84.20.0598" 24" S 2109 1786 1581 1441 1340 1262 1202 1153

G' 38.3 47.3 54.9 61.3 66.7 71.5 75.6 79.230" S 1995 1663 1455 1312 1209 1130 1069 1019

G' 38.0 46.6 53.7 59.6 64.5 68.7 72.2 75.336" S 1917 1580 1369 1225 1120 1041 979 929

G' 37.7 46.0 52.8 58.2 62.7 66.4 69.5 72.1

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

TABLE 55

N-Dek ES InterlockingAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 63 of 94

Page 64: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Button punch G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"6" S 443 370 325 294 272 256 243 233

G' 7.1 8.9 10.4 11.7 12.8 13.7 14.5 15.112" S 379 304 258 227 205 188 175 164

G' 7.0 8.7 10.0 11.1 11.9 12.5 13.0 13.418" S 357 281 235 204 182 165 152 141

22 G' 7.0 8.6 9.9 10.8 11.5 12.0 12.4 12.60.0295" 24" S 346 270 224 193 170 153 140 130

G' 7.0 8.5 9.8 10.7 11.3 11.7 12.0 12.230" S 340 263 217 186 163 147 133 123

G' 6.9 8.5 9.7 10.6 11.2 11.6 11.8 11.936" S 335 259 212 181 159 142 129 118

G' 6.9 8.5 9.7 10.5 11.1 11.4 11.6 11.76" S 571 483 429 392 366 346 330 318

G' 10.9 13.4 15.4 17.0 18.2 19.2 19.9 20.612" S 477 386 331 293 266 246 230 217

G' 10.8 13.0 14.6 15.8 16.6 17.1 17.5 17.718" S 446 354 298 260 233 212 196 184

20 G' 10.7 12.8 14.3 15.3 15.9 16.3 16.4 16.40.0358" 24" S 429 337 281 243 216 196 180 167

G' 10.7 12.7 14.2 15.1 15.6 15.8 15.9 15.830" S 420 327 271 233 206 185 169 157

G' 10.6 12.7 14.0 14.9 15.3 15.5 15.5 15.436" S 413 321 264 226 199 179 163 150

G' 10.6 12.6 14.0 14.8 15.2 15.3 15.2 15.16" S 837 722 651 603 569 543 522 506

G' 19.9 23.4 25.8 27.4 28.5 29.3 29.8 30.112" S 675 555 482 432 396 370 349 332

G' 19.4 22.3 24.0 24.9 25.2 25.3 25.2 24.918" S 620 498 424 374 338 311 290 273

18 G' 19.2 21.9 23.3 23.8 23.9 23.7 23.3 22.80.0474" 24" S 592 469 395 345 309 281 260 243

G' 19.1 21.6 22.9 23.3 23.2 22.8 22.3 21.730" S 575 452 377 327 291 264 242 225

G' 19.0 21.5 22.6 22.9 22.8 22.3 21.7 21.036" S 563 441 366 315 279 252 231 214

G' 19.0 21.4 22.5 22.7 22.5 21.9 21.3 20.66" S 1164 1021 933 874 831 798 773 752

G' 31.4 35.3 37.5 38.7 39.2 39.4 39.4 39.212" S 910 759 666 604 559 525 499 478

G' 30.3 33.1 34.2 34.2 33.8 33.1 32.4 31.618" S 822 669 575 512 466 432 406 384

16 G' 29.8 32.3 32.9 32.5 31.7 30.7 29.7 28.70.0598" 24" S 777 623 529 465 420 385 359 337

G' 29.6 31.8 32.2 31.6 30.6 29.5 28.3 27.130" S 751 595 501 437 392 357 330 309

G' 29.5 31.5 31.8 31.1 29.9 28.7 27.4 26.236" S 733 577 482 418 373 338 311 290

G' 29.4 31.3 31.5 30.7 29.5 28.1 26.8 25.5

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Button punch G' = Stiffness Factor (kips/in.)24 / 6

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"6" S 726 586 499 440 398 366 341 321

G' 7.3 9.3 11.0 12.5 13.8 14.9 15.9 16.712" S 663 520 433 373 331 298 273 253

G' 7.3 9.2 10.8 12.2 13.3 14.3 15.0 15.618" S 642 499 410 351 308 275 250 230

22 G' 7.3 9.2 10.8 12.1 13.1 14.0 14.6 15.10.0295" 24" S 631 488 399 339 296 264 239 218

G' 7.2 9.1 10.7 12.0 13.0 13.8 14.4 14.830" S 625 481 392 333 290 257 232 212

G' 7.2 9.1 10.7 12.0 13.0 13.7 14.3 14.736" S 620 476 388 328 285 253 227 207

G' 7.2 9.1 10.7 11.9 12.9 13.7 14.2 14.66" S 917 747 642 571 520 481 451 426

G' 11.4 14.3 16.6 18.6 20.1 21.4 22.4 23.212" S 825 652 545 473 421 381 351 326

G' 11.3 14.1 16.2 17.9 19.2 20.1 20.8 21.318" S 794 620 512 439 387 348 317 292

20 G' 11.3 14.0 16.1 17.7 18.8 19.6 20.2 20.50.0358" 24" S 779 603 496 423 370 331 300 275

G' 11.3 14.0 16.0 17.6 18.6 19.4 19.8 20.130" S 769 594 486 413 360 321 290 265

G' 11.3 13.9 16.0 17.5 18.5 19.2 19.6 19.836" S 763 587 479 406 354 314 283 258

G' 11.3 13.9 15.9 17.4 18.4 19.1 19.5 19.66" S 1303 1079 940 845 777 726 686 653

G' 21.3 25.7 28.9 31.2 32.9 34.0 34.8 35.312" S 1143 912 770 674 604 552 511 478

G' 21.1 25.1 27.9 29.7 30.8 31.3 31.5 31.518" S 1089 856 713 616 546 493 452 419

18 G' 21.0 24.9 27.5 29.1 30.0 30.3 30.2 30.00.0474" 24" S 1062 828 684 587 517 464 423 390

G' 20.9 24.8 27.3 28.8 29.5 29.7 29.6 29.230" S 1045 811 666 569 499 446 405 372

G' 20.9 24.7 27.2 28.6 29.3 29.4 29.2 28.736" S 1034 799 655 557 487 434 393 360

G' 20.9 24.7 27.1 28.5 29.1 29.2 28.9 28.46" S 1761 1479 1305 1186 1100 1035 984 943

G' 34.6 40.1 43.6 45.7 46.8 47.3 47.4 47.312" S 1510 1217 1037 914 826 759 707 666

G' 34.1 38.9 41.6 42.8 43.1 42.7 42.1 41.318" S 1424 1128 946 822 733 666 614 572

16 G' 33.9 38.5 40.9 41.7 41.7 41.0 40.1 39.00.0598" 24" S 1381 1083 900 776 687 620 567 525

G' 33.8 38.3 40.5 41.2 40.9 40.1 39.1 37.930" S 1355 1056 872 748 659 591 539 497

G' 33.7 38.1 40.2 40.8 40.5 39.6 38.4 37.136" S 1337 1038 854 730 640 573 520 478

G' 33.6 38.0 40.1 40.6 40.2 39.2 38.0 36.6

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

TABLE 56

N-Dek ES InterlockingAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

ESR-1169 | Most Widely Accepted and Trusted Page 64 of 94

Page 65: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24.5 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 627 602 582 565 552 540 531 522

G' 34.5 37.7 40.5 43.2 45.6 47.8 49.9 51.812" S 446 417 395 377 362 350 339 330

G' 32.2 34.8 37.0 39.0 40.8 42.3 43.8 45.118" S 381 352 329 311 296 283 272 263

22 G' 30.8 33.0 34.8 36.4 37.7 38.9 40.0 40.90.0295" 24" S 348 319 296 277 262 249 238 229

G' 29.9 31.7 33.3 34.6 35.6 36.6 37.3 38.030" S 328 299 275 257 241 228 218 208

G' 29.2 30.8 32.2 33.2 34.1 34.8 35.4 35.936" S 315 285 262 243 228 215 204 194

G' 28.7 30.2 31.3 32.3 33.0 33.5 34.0 34.36" S 764 733 708 688 671 658 646 635

G' 50.1 54.1 57.6 60.8 63.6 66.2 68.6 70.712" S 544 509 481 459 441 426 413 402

G' 45.8 48.7 51.2 53.4 55.3 57.0 58.4 59.718" S 465 429 401 379 360 345 332 320

20 G' 43.3 45.6 47.4 49.0 50.3 51.4 52.4 53.20.0358" 24" S 425 389 361 338 319 304 290 279

G' 41.6 43.5 44.9 46.1 47.0 47.7 48.3 48.830" S 401 365 336 313 294 279 265 254

G' 40.4 41.9 43.1 44.0 44.6 45.1 45.5 45.736" S 385 348 320 297 278 262 249 237

G' 39.5 40.8 41.8 42.4 42.8 43.1 43.3 43.46" S 1019 977 943 916 894 875 859 845

G' 82.0 86.9 91.2 94.9 98.1 101.0 103.5 105.812" S 726 679 642 613 588 568 550 535

G' 72.3 75.4 77.9 80.0 81.7 83.1 84.3 85.418" S 622 574 536 506 481 460 442 427

18 G' 66.9 68.9 70.4 71.6 72.4 73.1 73.6 74.00.0474" 24" S 569 520 482 452 427 405 388 372

G' 63.5 64.8 65.7 66.2 66.5 66.7 66.8 66.830" S 537 488 450 419 394 372 354 339

G' 61.1 61.9 62.4 62.5 62.5 62.3 62.1 61.836" S 516 466 428 397 372 350 332 317

G' 59.3 59.8 59.9 59.8 59.4 59.1 58.6 58.16" S 1295 1241 1198 1163 1134 1110 1089 1072

G' 117.9 123.1 127.5 131.2 134.4 137.1 139.5 141.712" S 924 864 817 779 748 721 699 680

G' 100.7 103.2 105.2 106.7 107.9 108.8 109.6 110.218" S 793 731 683 644 612 585 563 543

16 G' 91.5 92.6 93.3 93.7 93.8 93.9 93.8 93.70.0598" 24" S 726 664 615 576 543 516 493 474

G' 85.8 86.1 85.9 85.6 85.1 84.6 84.1 83.530" S 686 623 574 534 502 475 452 432

G' 82.0 81.6 80.9 80.1 79.2 78.3 77.5 76.636" S 659 596 546 507 474 447 424 404

G' 79.2 78.3 77.3 76.1 74.9 73.8 72.7 71.6

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24.5 / 8

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 764 722 689 662 641 622 607 562*

G' 34.9 38.1 41.0 43.7 46.1 48.4 50.5 52.412" S 564 520 487 459 437 418 403 389

G' 33.1 35.8 38.1 40.2 42.0 43.7 45.1 46.518" S 496 452 418 391 368 349 333 320

22 G' 32.1 34.4 36.4 38.1 39.6 40.8 42.0 42.90.0295" 24" S 462 418 384 356 333 315 299 285

G' 31.4 33.5 35.3 36.7 37.9 39.0 39.8 40.630" S 441 397 363 335 313 294 278 264

G' 31.0 32.9 34.5 35.7 36.8 37.6 38.3 38.936" S 427 383 349 321 299 280 264 250

G' 30.6 32.4 33.9 35.0 35.9 36.6 37.2 37.66" S 930 879 839 806 780 758 739 723

G' 50.9 54.9 58.5 61.7 64.6 67.2 69.6 71.812" S 688 635 593 560 533 510 491 474

G' 47.4 50.5 53.2 55.5 57.4 59.2 60.7 62.018" S 606 552 510 477 449 426 407 390

20 G' 45.5 48.1 50.2 51.9 53.3 54.5 55.5 56.40.0358" 24" S 564 510 468 435 407 384 364 348

G' 44.3 46.5 48.3 49.6 50.7 51.5 52.2 52.730" S 539 485 443 409 382 359 339 322

G' 43.5 45.4 46.9 48.0 48.8 49.4 49.8 50.136" S 522 468 426 393 365 342 322 305

G' 42.9 44.6 45.9 46.8 47.4 47.8 48.1 48.26" S 1242 1172 1118 1074 1039 1009 983 962

G' 83.8 88.8 93.2 96.9 100.1 103.0 105.6 107.812" S 920 849 793 748 711 681 654 632

G' 75.9 79.2 81.9 84.0 85.7 87.2 88.4 89.418" S 811 739 683 637 600 569 543 521

18 G' 71.8 74.1 75.8 77.0 77.9 78.6 79.1 79.50.0474" 24" S 756 684 627 582 545 514 487 465

G' 69.2 70.9 72.0 72.7 73.1 73.3 73.3 73.230" S 723 650 594 548 511 480 454 431

G' 67.4 68.7 69.4 69.7 69.7 69.6 69.3 69.036" S 701 628 572 526 489 458 431 409

G' 66.2 67.1 67.5 67.5 67.3 66.9 66.4 65.86" S 1579 1490 1421 1365 1319 1280 1248 1220

G' 121.2 126.6 131.0 134.7 137.8 140.5 142.8 144.912" S 1174 1082 1010 953 905 866 832 804

G' 107.0 109.7 111.7 113.1 114.3 115.1 115.7 116.218" S 1036 943 871 813 765 726 692 663

16 G' 99.7 101.0 101.8 102.1 102.1 102.0 101.8 101.50.0598" 24" S 966 873 801 743 695 655 622 593

G' 95.3 95.8 95.7 95.3 94.8 94.1 93.3 92.530" S 925 831 759 701 653 613 579 550

G' 92.3 92.3 91.7 90.8 89.8 88.7 87.6 86.536" S 897 803 731 672 625 585 551 522

G' 90.2 89.7 88.8 87.6 86.2 84.9 83.5 82.2

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

TABLE 57

Versa-Dek® SAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

ESR-1169 | Most Widely Accepted and Trusted Page 65 of 94

Page 66: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24.5 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 1072 1049 1032 1018 909* 764* 651* 562*

G' 36.8 40.5 43.9 47.1 50.1 52.9 55.5 58.012" S 856 830 809 792 777 764* 651* 562*

G' 35.3 38.6 41.6 44.4 47.0 49.4 51.6 53.618" S 697 666 642 622 606 592 580 562*

22 G' 34.2 37.2 39.9 42.4 44.6 46.7 48.6 50.30.0295" 24" S 608 575 550 528 511 496 484 473

G' 33.4 36.2 38.6 40.8 42.8 44.6 46.3 47.730" S 552 518 491 470 452 437 424 413

G' 32.8 35.3 37.6 39.6 41.4 43.0 44.4 45.736" S 514 479 452 430 411 396 383 372

G' 32.2 34.7 36.7 38.6 40.2 41.6 42.9 44.06" S 1314 1286 1264 1247 1214* 1020* 869* 750*

G' 54.5 59.4 63.9 68.0 71.8 75.4 78.6 81.612" S 1049 1017 991 970 952 938 869* 750*

G' 51.5 55.8 59.6 63.0 66.1 68.9 71.5 73.918" S 854 816 786 762 742 725 710 698

20 G' 49.5 53.2 56.5 59.4 62.0 64.3 66.4 68.30.0358" 24" S 745 705 673 647 626 608 593 580

G' 47.9 51.3 54.1 56.6 58.8 60.8 62.5 64.030" S 676 635 602 575 553 535 519 506

G' 46.7 49.7 52.3 54.5 56.4 58.0 59.4 60.736" S 629 587 553 526 504 485 469 455

G' 45.8 48.5 50.8 52.7 54.4 55.8 57.0 58.06" S 1769 1732 1703 1680 1660 1551* 1321* 1139*

G' 92.6 99.5 105.6 111.0 115.9 120.3 124.3 128.012" S 1413 1369 1335 1306 1283 1263 1246 1139*

G' 85.4 90.9 95.6 99.7 103.3 106.6 109.4 112.018" S 1150 1099 1059 1026 999 977 957 940

18 G' 80.6 85.0 88.8 92.0 94.7 97.1 99.2 101.10.0474" 24" S 1004 950 907 872 843 819 799 781

G' 77.1 80.8 83.8 86.3 88.4 90.2 91.8 93.130" S 911 855 811 775 745 721 699 681

G' 74.4 77.5 80.0 82.0 83.6 85.0 86.1 87.136" S 848 791 745 709 679 653 632 613

G' 72.3 75.0 77.0 78.6 79.9 80.9 81.7 82.36" S 2273 2225 2188 2158 2133 2113 1868* 1611*

G' 138.1 146.4 153.6 159.8 165.3 170.2 174.6 178.512" S 1815 1759 1715 1678 1648 1623 1601 1582

G' 124.2 130.2 135.3 139.5 143.2 146.4 149.2 151.718" S 1478 1412 1361 1319 1284 1255 1230 1208

16 G' 115.3 119.7 123.3 126.3 128.7 130.8 132.6 134.20.0598" 24" S 1289 1220 1165 1120 1083 1052 1026 1003

G' 108.9 112.3 114.9 116.9 118.5 119.9 121.0 121.930" S 1171 1099 1042 996 958 926 898 875

G' 104.3 106.8 108.6 110.0 111.0 111.7 112.3 112.836" S 1089 1016 958 911 872 839 811 788

G' 100.7 102.5 103.8 104.6 105.1 105.4 105.6 105.7

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24.5 / 8

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 1272 1224 1187 1100* 909* 764* 651* 562*

G' 36.9 40.6 44.0 47.2 50.2 53.1 55.7 58.112" S 1043 997 960 930 906 764* 651* 562*

G' 35.6 38.9 42.0 44.8 47.4 49.8 52.0 54.118" S 845 796 757 727 701 680 651* 562*

22 G' 34.7 37.7 40.5 43.0 45.3 47.4 49.3 51.10.0295" 24" S 742 692 653 622 596 574 556 540

G' 34.0 36.9 39.4 41.7 43.7 45.6 47.3 48.830" S 679 629 589 558 532 510 491 475

G' 33.5 36.2 38.6 40.7 42.5 44.2 45.7 47.036" S 637 586 547 515 489 467 448 432

G' 33.1 35.7 37.9 39.8 41.6 43.0 44.4 45.66" S 1558 1500 1454 1418 1214* 1020* 869* 750*

G' 54.7 59.6 64.2 68.3 72.1 75.6 78.9 81.912" S 1278 1221 1176 1140 1110 1020* 869* 750*

G' 52.1 56.4 60.2 63.7 66.8 69.7 72.3 74.618" S 1035 975 928 890 859 833 811 750*

20 G' 50.4 54.2 57.5 60.5 63.1 65.5 67.6 69.50.0358" 24" S 909 848 800 761 730 703 681 662

G' 49.1 52.6 55.5 58.1 60.4 62.4 64.2 65.830" S 832 770 722 683 651 625 602 582

G' 48.2 51.3 54.0 56.3 58.3 60.0 61.5 62.836" S 780 718 670 631 598 572 549 529

G' 47.4 50.4 52.8 54.9 56.6 58.1 59.4 60.56" S 2099 2021 1959 1910 1845* 1551* 1321* 1139*

G' 93.1 100.0 106.1 111.6 116.5 120.9 124.9 128.612" S 1721 1645 1584 1536 1496 1462 1321* 1139*

G' 86.7 92.3 97.0 101.2 104.9 108.1 111.0 113.618" S 1394 1313 1250 1199 1157 1122 1093 1067

18 G' 82.6 87.2 91.0 94.3 97.1 99.5 101.6 103.50.0474" 24" S 1224 1142 1078 1026 983 948 917 891

G' 79.7 83.6 86.8 89.4 91.6 93.4 95.0 96.330" S 1121 1038 973 920 877 841 811 785

G' 77.6 81.0 83.6 85.7 87.4 88.8 90.0 90.936" S 1051 968 902 849 806 770 739 713

G' 75.9 78.9 81.1 82.9 84.2 85.3 86.1 86.76" S 2697 2596 2517 2454 2403 2192* 1868* 1611*

G' 139.1 147.4 154.6 160.9 166.4 171.3 175.6 179.512" S 2212 2113 2035 1973 1921 1878 1842 1611*

G' 126.7 132.8 137.9 142.1 145.8 149.0 151.8 154.218" S 1791 1687 1606 1541 1487 1442 1404 1371

16 G' 119.0 123.6 127.3 130.2 132.7 134.8 136.5 138.00.0598" 24" S 1573 1467 1384 1318 1263 1217 1178 1145

G' 113.7 117.2 119.9 122.0 123.6 124.9 125.9 126.830" S 1440 1333 1250 1182 1127 1081 1042 1008

G' 109.9 112.6 114.6 116.0 117.0 117.7 118.2 118.536" S 1351 1243 1159 1091 1036 989 950 916

G' 107.0 109.1 110.5 111.4 111.9 112.1 112.2 112.2

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

TABLE 58

Versa-Dek® SAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 66 of 94

Page 67: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 638 611 590 573 559 547 537 528

G' 32.8 35.8 38.6 41.2 43.5 45.7 47.8 49.612" S 456 427 404 385 369 356 345 336

G' 30.7 33.1 35.3 37.3 39.0 40.6 42.0 43.318" S 392 362 338 318 303 289 278 268

22 G' 29.4 31.5 33.3 34.8 36.2 37.4 38.4 39.40.0295" 24" S 359 328 304 285 269 255 244 234

G' 28.5 30.3 31.8 33.1 34.2 35.2 36.0 36.730" S 339 308 284 264 248 235 223 214

G' 27.9 29.5 30.8 31.9 32.8 33.5 34.2 34.736" S 326 295 270 251 235 221 210 200

G' 27.4 28.9 30.0 31.0 31.7 32.3 32.8 33.26" S 777 745 719 698 680 666 653 643

G' 47.7 51.6 55.1 58.2 61.1 63.6 66.0 68.112" S 557 520 492 469 450 434 420 409

G' 43.8 46.7 49.2 51.3 53.2 54.9 56.4 57.718" S 478 441 412 388 369 353 339 327

20 G' 41.4 43.7 45.6 47.2 48.5 49.6 50.6 51.40.0358" 24" S 438 401 371 347 328 311 298 286

G' 39.8 41.7 43.2 44.4 45.3 46.1 46.8 47.330" S 414 376 347 323 303 287 273 261

G' 38.7 40.3 41.5 42.4 43.1 43.6 44.0 44.336" S 398 360 330 306 286 270 256 244

G' 37.9 39.2 40.2 40.9 41.4 41.7 41.9 42.16" S 1037 992 957 929 906 886 869 855

G' 78.7 83.6 87.8 91.5 94.8 97.7 100.3 102.612" S 744 695 656 625 600 578 560 545

G' 69.6 72.7 75.2 77.3 79.1 80.6 81.8 82.918" S 640 590 550 519 493 471 452 436

18 G' 64.5 66.5 68.1 69.3 70.2 71.0 71.5 72.00.0474" 24" S 587 536 496 464 438 416 397 381

G' 61.2 62.6 63.6 64.2 64.6 64.8 65.0 65.030" S 555 504 464 432 405 383 364 348

G' 58.9 59.9 60.4 60.6 60.6 60.6 60.4 60.236" S 533 482 442 410 383 361 342 326

G' 57.3 57.8 58.0 58.0 57.7 57.4 57.0 56.66" S 1318 1261 1216 1179 1149 1124 1102 1084

G' 113.7 119.0 123.5 127.3 130.5 133.3 135.8 137.912" S 947 884 835 795 762 735 712 692

G' 97.3 100.0 102.1 103.6 104.9 105.9 106.8 107.518" S 816 752 701 660 627 599 575 555

16 G' 88.6 89.9 90.6 91.1 91.3 91.5 91.5 91.40.0598" 24" S 749 684 633 592 558 530 506 485

G' 83.2 83.5 83.5 83.3 82.9 82.5 82.0 81.530" S 709 643 592 551 517 488 464 444

G' 79.4 79.2 78.7 78.0 77.2 76.4 75.6 74.836" S 682 616 564 523 489 460 436 416

G' 76.7 76.1 75.2 74.1 73.0 72.0 70.9 70.0

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24 / 8

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 768 726 692 666 644 625 610 565*

G' 33.1 36.2 39.1 41.7 44.1 46.3 48.3 50.212" S 568 524 490 462 440 421 405 391

G' 31.5 34.1 36.4 38.4 40.2 41.9 43.3 44.718" S 500 456 421 394 371 352 336 322

22 G' 30.5 32.8 34.8 36.4 37.9 39.2 40.3 41.30.0295" 24" S 466 422 387 359 336 317 301 287

G' 29.9 32.0 33.7 35.2 36.4 37.4 38.3 39.130" S 445 401 366 338 315 296 280 266

G' 29.5 31.4 33.0 34.2 35.3 36.2 36.9 37.536" S 432 387 352 324 301 282 266 252

G' 29.2 31.0 32.4 33.6 34.5 35.2 35.8 36.36" S 936 884 843 810 784 761 742 725

G' 48.5 52.4 55.9 59.1 62.0 64.6 66.9 69.112" S 693 640 598 564 536 513 493 477

G' 45.3 48.4 51.0 53.3 55.2 57.0 58.5 59.818" S 611 557 514 480 452 429 409 392

20 G' 43.5 46.1 48.2 49.9 51.4 52.6 53.6 54.50.0358" 24" S 569 515 472 438 410 387 367 350

G' 42.4 44.6 46.3 47.7 48.8 49.7 50.4 51.030" S 544 490 447 413 385 362 342 325

G' 41.6 43.6 45.1 46.2 47.1 47.7 48.2 48.536" S 528 473 430 396 368 345 325 308

G' 41.0 42.8 44.1 45.1 45.8 46.2 46.5 46.76" S 1249 1179 1124 1080 1044 1013 988 965

G' 80.4 85.4 89.7 93.5 96.7 99.6 102.2 104.512" S 927 855 798 753 716 685 658 636

G' 73.0 76.3 79.0 81.2 83.0 84.5 85.7 86.818" S 818 745 688 642 605 574 547 524

18 G' 69.0 71.4 73.2 74.5 75.5 76.3 76.8 77.20.0474" 24" S 763 690 633 587 549 518 491 468

G' 66.6 68.4 69.6 70.4 70.8 71.1 71.2 71.230" S 730 657 599 553 516 484 458 435

G' 64.9 66.3 67.1 67.5 67.6 67.6 67.4 67.136" S 708 634 577 531 493 462 435 412

G' 63.7 64.8 65.3 65.4 65.3 65.0 64.6 64.16" S 1589 1499 1428 1372 1325 1286 1253 1225

G' 116.9 122.3 126.8 130.6 133.8 136.5 138.9 141.012" S 1183 1090 1017 959 911 871 837 808

G' 103.3 106.2 108.3 109.9 111.1 112.0 112.7 113.318" S 1045 951 878 819 771 731 697 668

16 G' 96.4 97.9 98.8 99.2 99.4 99.4 99.2 99.00.0598" 24" S 975 881 808 749 701 661 626 597

G' 92.2 92.9 93.0 92.7 92.3 91.7 91.0 90.330" S 934 839 766 707 659 618 584 555

G' 89.4 89.5 89.1 88.3 87.4 86.5 85.5 84.436" S 906 811 738 679 630 590 556 526

G' 87.3 87.1 86.3 85.2 84.0 82.7 81.5 80.2

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

TABLE 59

Versa-Dek® S ESAllowable Diaphragm Shear

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

SUPPORT CONNECTION:

Calculations are based on a ''Single Span Condition''.

SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 67 of 94

Page 68: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 1072 1049 1032 1018 915* 769* 656* 565*

G' 34.8 38.4 41.7 44.8 47.8 50.5 53.0 55.512" S 868 840 818 801 786 769* 656* 565*

G' 33.5 36.7 39.6 42.3 44.8 47.2 49.3 51.418" S 708 676 651 630 613 599 586 565*

22 G' 32.5 35.4 38.0 40.5 42.7 44.7 46.6 48.30.0295" 24" S 619 585 558 536 518 503 490 479

G' 31.7 34.4 36.8 39.0 41.0 42.8 44.4 45.930" S 563 528 500 477 459 443 430 418

G' 31.1 33.7 35.9 37.9 39.6 41.2 42.6 43.936" S 524 489 460 437 418 402 389 377

G' 30.7 33.0 35.1 36.9 38.5 39.9 41.2 42.36" S 1314 1286 1264 1247 1222* 1027* 875* 755*

G' 51.8 56.6 61.0 65.0 68.8 72.2 75.4 78.412" S 1063 1030 1003 981 962 947 875* 755*

G' 49.1 53.2 57.0 60.3 63.4 66.2 68.8 71.118" S 867 828 797 772 751 733 718 705

20 G' 47.2 50.8 54.1 56.9 59.5 61.8 63.9 65.80.0358" 24" S 758 717 684 657 635 616 600 587

G' 45.7 49.0 51.9 54.3 56.5 58.5 60.2 61.830" S 690 647 612 585 562 543 527 513

G' 44.6 47.6 50.1 52.3 54.2 55.9 57.3 58.636" S 643 599 564 536 512 493 476 462

G' 43.8 46.5 48.8 50.7 52.3 53.8 55.0 56.16" S 1769 1732 1703 1680 1660 1560* 1330* 1147*

G' 88.6 95.4 101.4 106.8 111.7 116.1 120.1 123.812" S 1432 1387 1351 1321 1297 1276 1258 1147*

G' 81.9 87.3 92.0 96.1 99.8 103.0 105.9 108.518" S 1168 1115 1074 1040 1012 988 968 950

18 G' 77.3 81.8 85.5 88.8 91.6 94.0 96.1 98.00.0474" 24" S 1021 965 921 885 855 830 809 790

G' 74.0 77.7 80.8 83.4 85.6 87.4 89.0 90.430" S 929 871 825 788 757 731 709 690

G' 71.5 74.7 77.2 79.3 81.0 82.4 83.6 84.636" S 865 806 759 721 690 664 642 622

G' 69.6 72.3 74.4 76.1 77.4 78.4 79.3 80.06" S 2273 2225 2188 2158 2133 2113 1879* 1621*

G' 132.9 141.2 148.4 154.7 160.2 165.2 169.6 173.612" S 1840 1782 1735 1697 1666 1639 1616 1597

G' 119.8 125.8 130.9 135.2 139.0 142.2 145.1 147.618" S 1501 1433 1379 1336 1300 1269 1243 1221

16 G' 111.2 115.8 119.4 122.5 125.1 127.2 129.1 130.70.0598" 24" S 1312 1240 1183 1137 1098 1066 1039 1015

G' 105.2 108.7 111.4 113.5 115.2 116.6 117.8 118.830" S 1193 1119 1060 1012 973 939 911 887

G' 100.8 103.4 105.4 106.8 107.9 108.8 109.4 109.936" S 1112 1036 976 927 887 853 824 799

G' 97.3 99.3 100.7 101.6 102.3 102.7 102.9 103.1

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24 / 8

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 1272 1224 1187 1108* 915* 769* 656* 565*

G' 34.9 38.5 41.8 45.0 47.9 50.6 53.2 55.612" S 1049 1001 964 934 910 769* 656* 565*

G' 33.7 37.0 39.9 42.7 45.2 47.6 49.7 51.818" S 849 800 761 730 704 683 656* 565*

22 G' 32.9 35.9 38.6 41.0 43.3 45.3 47.2 49.00.0295" 24" S 746 696 657 625 599 577 558 542

G' 32.3 35.1 37.6 39.8 41.8 43.7 45.3 46.830" S 684 633 593 561 534 512 494 478

G' 31.8 34.5 36.8 38.9 40.7 42.3 43.8 45.236" S 641 590 550 518 491 469 450 434

G' 31.5 34.0 36.2 38.1 39.8 41.3 42.6 43.86" S 1558 1500 1454 1418 1222* 1027* 875* 755*

G' 52.0 56.8 61.2 65.3 69.0 72.5 75.7 78.712" S 1285 1227 1181 1145 1115 1027* 875* 755*

G' 49.6 53.8 57.6 61.0 64.1 66.9 69.5 71.818" S 1041 980 933 894 863 837 814 755*

20 G' 48.0 51.7 55.0 58.0 60.6 63.0 65.1 67.00.0358" 24" S 914 853 804 765 733 707 684 664

G' 46.8 50.2 53.2 55.8 58.0 60.0 61.8 63.430" S 838 775 726 687 655 628 605 585

G' 46.0 49.1 51.8 54.1 56.1 57.8 59.3 60.636" S 786 723 674 634 602 575 552 532

G' 45.3 48.2 50.7 52.7 54.5 56.0 57.3 58.46" S 2099 2021 1959 1910 1857* 1560* 1330* 1147*

G' 89.1 95.9 102.0 107.4 112.3 116.7 120.7 124.412" S 1731 1653 1592 1542 1502 1468 1330* 1147*

G' 83.1 88.6 93.4 97.5 101.2 104.5 107.4 110.018" S 1402 1320 1256 1205 1162 1127 1097 1071

18 G' 79.2 83.8 87.7 91.0 93.8 96.3 98.5 100.40.0474" 24" S 1232 1149 1084 1031 988 952 921 895

G' 76.5 80.4 83.7 86.3 88.6 90.5 92.1 93.530" S 1128 1044 978 925 882 846 815 788

G' 74.5 77.9 80.6 82.8 84.6 86.1 87.3 88.336" S 1059 974 908 854 811 774 743 717

G' 73.0 76.0 78.3 80.1 81.5 82.6 83.5 84.26" S 2697 2596 2517 2454 2403 2206* 1879* 1621*

G' 133.8 142.2 149.4 155.7 161.2 166.2 170.6 174.612" S 2223 2123 2045 1981 1929 1886 1848 1621*

G' 122.1 128.2 133.4 137.7 141.5 144.7 147.6 150.118" S 1801 1696 1614 1548 1493 1448 1409 1376

16 G' 114.8 119.5 123.2 126.3 128.9 131.0 132.8 134.40.0598" 24" S 1583 1476 1392 1325 1269 1223 1184 1150

G' 109.8 113.4 116.2 118.4 120.1 121.5 122.6 123.530" S 1450 1342 1257 1189 1133 1086 1047 1013

G' 106.1 109.0 111.1 112.6 113.7 114.5 115.1 115.536" S 1360 1251 1166 1098 1042 995 955 921

G' 103.3 105.6 107.2 108.2 108.8 109.1 109.3 109.4

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

TABLE 60

Versa-Dek® S ESAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE FACTOR

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

ESR-1169 | Most Widely Accepted and Trusted Page 68 of 94

Page 69: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24.5 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 627 602 582 565 552 540 531 522

G' 34.5 37.7 40.5 43.2 45.6 47.8 49.9 51.812" S 446 417 395 377 362 350 339 330

G' 32.2 34.8 37.0 39.0 40.8 42.3 43.8 45.118" S 381 352 329 311 296 283 272 263

22 G' 30.8 33.0 34.8 36.4 37.7 38.9 40.0 40.90.0295" 24" S 348 319 296 277 262 249 238 229

G' 29.9 31.7 33.3 34.6 35.6 36.6 37.3 38.030" S 328 299 275 257 241 228 218 208

G' 29.2 30.8 32.2 33.2 34.1 34.8 35.4 35.936" S 315 285 262 243 228 215 204 194

G' 28.7 30.2 31.3 32.3 33.0 33.5 34.0 34.36" S 764 733 708 688 671 658 646 635

G' 50.1 54.1 57.6 60.8 63.6 66.2 68.6 70.712" S 544 509 481 459 441 426 413 402

G' 45.8 48.7 51.2 53.4 55.3 57.0 58.4 59.718" S 465 429 401 379 360 345 332 320

20 G' 43.3 45.6 47.4 49.0 50.3 51.4 52.4 53.20.0358" 24" S 425 389 361 338 319 304 290 279

G' 41.6 43.5 44.9 46.1 47.0 47.7 48.3 48.830" S 401 365 336 313 294 279 265 254

G' 40.4 41.9 43.1 44.0 44.6 45.1 45.5 45.736" S 385 348 320 297 278 262 249 237

G' 39.5 40.8 41.8 42.4 42.8 43.1 43.3 43.46" S 1019 977 943 916 894 875 859 845

G' 82.0 86.9 91.2 94.9 98.1 101.0 103.5 105.812" S 726 679 642 613 588 568 550 535

G' 72.3 75.4 77.9 80.0 81.7 83.1 84.3 85.418" S 622 574 536 506 481 460 442 427

18 G' 66.9 68.9 70.4 71.6 72.4 73.1 73.6 74.00.0474" 24" S 569 520 482 452 427 405 388 372

G' 63.5 64.8 65.7 66.2 66.5 66.7 66.8 66.830" S 537 488 450 419 394 372 354 339

G' 61.1 61.9 62.4 62.5 62.5 62.3 62.1 61.836" S 516 466 428 397 372 350 332 317

G' 59.3 59.8 59.9 59.8 59.4 59.1 58.6 58.16" S 1295 1241 1198 1163 1134 1110 1089 1072

G' 117.9 123.1 127.5 131.2 134.4 137.1 139.5 141.712" S 924 864 817 779 748 721 699 680

G' 100.7 103.2 105.2 106.7 107.9 108.8 109.6 110.218" S 793 731 683 644 612 585 563 543

16 G' 91.5 92.6 93.3 93.7 93.8 93.9 93.8 93.70.0598" 24" S 726 664 615 576 543 516 493 474

G' 85.8 86.1 85.9 85.6 85.1 84.6 84.1 83.530" S 686 623 574 534 502 475 452 432

G' 82.0 81.6 80.9 80.1 79.2 78.3 77.5 76.636" S 659 596 546 507 474 447 424 404

G' 79.2 78.3 77.3 76.1 74.9 73.8 72.7 71.6

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24.5 / 8

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 764 722 689 662 641 622 607 559*

G' 34.9 38.1 41.0 43.7 46.1 48.4 50.5 52.412" S 564 520 487 459 437 418 403 389

G' 33.1 35.8 38.1 40.2 42.0 43.7 45.1 46.518" S 496 452 418 391 368 349 333 320

22 G' 32.1 34.4 36.4 38.1 39.6 40.8 42.0 42.90.0295" 24" S 462 418 384 356 333 315 299 285

G' 31.4 33.5 35.3 36.7 37.9 39.0 39.8 40.630" S 441 397 363 335 313 294 278 264

G' 31.0 32.9 34.5 35.7 36.8 37.6 38.3 38.936" S 427 383 349 321 299 280 264 250

G' 30.6 32.4 33.9 35.0 35.9 36.6 37.2 37.66" S 930 879 839 806 780 758 739 723

G' 50.9 54.9 58.5 61.7 64.6 67.2 69.6 71.812" S 688 635 593 560 533 510 491 474

G' 47.4 50.5 53.2 55.5 57.4 59.2 60.7 62.018" S 606 552 510 477 449 426 407 390

20 G' 45.5 48.1 50.2 51.9 53.3 54.5 55.5 56.40.0358" 24" S 564 510 468 435 407 384 364 348

G' 44.3 46.5 48.3 49.6 50.7 51.5 52.2 52.730" S 539 485 443 409 382 359 339 322

G' 43.5 45.4 46.9 48.0 48.8 49.4 49.8 50.136" S 522 468 426 393 365 342 322 305

G' 42.9 44.6 45.9 46.8 47.4 47.8 48.1 48.26" S 1242 1172 1118 1074 1039 1009 983 962

G' 83.8 88.8 93.2 96.9 100.1 103.0 105.6 107.812" S 920 849 793 748 711 681 654 632

G' 75.9 79.2 81.9 84.0 85.7 87.2 88.4 89.418" S 811 739 683 637 600 569 543 521

18 G' 71.8 74.1 75.8 77.0 77.9 78.6 79.1 79.50.0474" 24" S 756 684 627 582 545 514 487 465

G' 69.2 70.9 72.0 72.7 73.1 73.3 73.3 73.230" S 723 650 594 548 511 480 454 431

G' 67.4 68.7 69.4 69.7 69.7 69.6 69.3 69.036" S 701 628 572 526 489 458 431 409

G' 66.2 67.1 67.5 67.5 67.3 66.9 66.4 65.86" S 1579 1490 1421 1365 1319 1280 1248 1220

G' 121.2 126.6 131.0 134.7 137.8 140.5 142.8 144.912" S 1174 1082 1010 953 905 866 832 804

G' 107.0 109.7 111.7 113.1 114.3 115.1 115.7 116.218" S 1036 943 871 813 765 726 692 663

16 G' 99.7 101.0 101.8 102.1 102.1 102.0 101.8 101.50.0598" 24" S 966 873 801 743 695 655 622 593

G' 95.3 95.8 95.7 95.3 94.8 94.1 93.3 92.530" S 925 831 759 701 653 613 579 550

G' 92.3 92.3 91.7 90.8 89.8 88.7 87.6 86.536" S 897 803 731 672 625 585 551 522

G' 90.2 89.7 88.8 87.6 86.2 84.9 83.5 82.2

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

TABLE 61

Versa-Dek® LSAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

Calculations are based on a ''Single Span Condition''.

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 69 of 94

Page 70: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24.5 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 1072 1049 1032 1018 906* 761* 649* 559*

G' 36.8 40.5 43.9 47.1 50.1 52.9 55.5 58.012" S 856 830 809 792 777 761* 649* 559*

G' 35.3 38.6 41.6 44.4 47.0 49.4 51.6 53.618" S 697 666 642 622 606 592 580 559*

22 G' 34.2 37.2 39.9 42.4 44.6 46.7 48.6 50.30.0295" 24" S 608 575 550 528 511 496 484 473

G' 33.4 36.2 38.6 40.8 42.8 44.6 46.3 47.730" S 552 518 491 470 452 437 424 413

G' 32.8 35.3 37.6 39.6 41.4 43.0 44.4 45.736" S 514 479 452 430 411 396 383 372

G' 32.2 34.7 36.7 38.6 40.2 41.6 42.9 44.06" S 1314 1286 1264 1247 1209* 1016* 866* 747*

G' 54.5 59.4 63.9 68.0 71.8 75.4 78.6 81.612" S 1049 1017 991 970 952 938 866* 747*

G' 51.5 55.8 59.6 63.0 66.1 68.9 71.5 73.918" S 854 816 786 762 742 725 710 698

20 G' 49.5 53.2 56.5 59.4 62.0 64.3 66.4 68.30.0358" 24" S 745 705 673 647 626 608 593 580

G' 47.9 51.3 54.1 56.6 58.8 60.8 62.5 64.030" S 676 635 602 575 553 535 519 506

G' 46.7 49.7 52.3 54.5 56.4 58.0 59.4 60.736" S 629 587 553 526 504 485 469 455

G' 45.8 48.5 50.8 52.7 54.4 55.8 57.0 58.06" S 1769 1732 1703 1680 1660 1545* 1316* 1135*

G' 92.6 99.5 105.6 111.0 115.9 120.3 124.3 128.012" S 1413 1369 1335 1306 1283 1263 1246 1135*

G' 85.4 90.9 95.6 99.7 103.3 106.6 109.4 112.018" S 1150 1099 1059 1026 999 977 957 940

18 G' 80.6 85.0 88.8 92.0 94.7 97.1 99.2 101.10.0474" 24" S 1004 950 907 872 843 819 799 781

G' 77.1 80.8 83.8 86.3 88.4 90.2 91.8 93.130" S 911 855 811 775 745 721 699 681

G' 74.4 77.5 80.0 82.0 83.6 85.0 86.1 87.136" S 848 791 745 709 679 653 632 613

G' 72.3 75.0 77.0 78.6 79.9 80.9 81.7 82.36" S 2273 2225 2188 2158 2133 2113 1860* 1604*

G' 138.1 146.4 153.6 159.8 165.3 170.2 174.6 178.512" S 1815 1759 1715 1678 1648 1623 1601 1582

G' 124.2 130.2 135.3 139.5 143.2 146.4 149.2 151.718" S 1478 1412 1361 1319 1284 1255 1230 1208

16 G' 115.3 119.7 123.3 126.3 128.7 130.8 132.6 134.20.0598" 24" S 1289 1220 1165 1120 1083 1052 1026 1003

G' 108.9 112.3 114.9 116.9 118.5 119.9 121.0 121.930" S 1171 1099 1042 996 958 926 898 875

G' 104.3 106.8 108.6 110.0 111.0 111.7 112.3 112.836" S 1089 1016 958 911 872 839 811 788

G' 100.7 102.5 103.8 104.6 105.1 105.4 105.6 105.7

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24.5 / 8

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 1272 1224 1187 1096* 906* 761* 649* 559*

G' 36.9 40.6 44.0 47.2 50.2 53.1 55.7 58.112" S 1043 997 960 930 906* 761* 649* 559*

G' 35.6 38.9 42.0 44.8 47.4 49.8 52.0 54.118" S 845 796 757 727 701 680 649* 559*

22 G' 34.7 37.7 40.5 43.0 45.3 47.4 49.3 51.10.0295" 24" S 742 692 653 622 596 574 556 540

G' 34.0 36.9 39.4 41.7 43.7 45.6 47.3 48.830" S 679 629 589 558 532 510 491 475

G' 33.5 36.2 38.6 40.7 42.5 44.2 45.7 47.036" S 637 586 547 515 489 467 448 432

G' 33.1 35.7 37.9 39.8 41.6 43.0 44.4 45.66" S 1558 1500 1454 1418 1209* 1016* 866* 747*

G' 54.7 59.6 64.2 68.3 72.1 75.6 78.9 81.912" S 1278 1221 1176 1140 1110 1016* 866* 747*

G' 52.1 56.4 60.2 63.7 66.8 69.7 72.3 74.618" S 1035 975 928 890 859 833 811 747*

20 G' 50.4 54.2 57.5 60.5 63.1 65.5 67.6 69.50.0358" 24" S 909 848 800 761 730 703 681 662

G' 49.1 52.6 55.5 58.1 60.4 62.4 64.2 65.830" S 832 770 722 683 651 625 602 582

G' 48.2 51.3 54.0 56.3 58.3 60.0 61.5 62.836" S 780 718 670 631 598 572 549 529

G' 47.4 50.4 52.8 54.9 56.6 58.1 59.4 60.56" S 2099 2021 1959 1910 1838* 1545* 1316* 1135*

G' 93.1 100.0 106.1 111.6 116.5 120.9 124.9 128.612" S 1721 1645 1584 1536 1496 1462 1316* 1135*

G' 86.7 92.3 97.0 101.2 104.9 108.1 111.0 113.618" S 1394 1313 1250 1199 1157 1122 1093 1067

18 G' 82.6 87.2 91.0 94.3 97.1 99.5 101.6 103.50.0474" 24" S 1224 1142 1078 1026 983 948 917 891

G' 79.7 83.6 86.8 89.4 91.6 93.4 95.0 96.330" S 1121 1038 973 920 877 841 811 785

G' 77.6 81.0 83.6 85.7 87.4 88.8 90.0 90.936" S 1051 968 902 849 806 770 739 713

G' 75.9 78.9 81.1 82.9 84.2 85.3 86.1 86.76" S 2697 2596 2517 2454 2403 2183* 1860* 1604*

G' 139.1 147.4 154.6 160.9 166.4 171.3 175.6 179.512" S 2212 2113 2035 1973 1921 1878 1842 1604*

G' 126.7 132.8 137.9 142.1 145.8 149.0 151.8 154.218" S 1791 1687 1606 1541 1487 1442 1404 1371

16 G' 119.0 123.6 127.3 130.2 132.7 134.8 136.5 138.00.0598" 24" S 1573 1467 1384 1318 1263 1217 1178 1145

G' 113.7 117.2 119.9 122.0 123.6 124.9 125.9 126.830" S 1440 1333 1250 1182 1127 1081 1042 1008

G' 109.9 112.6 114.6 116.0 117.0 117.7 118.2 118.536" S 1351 1243 1159 1091 1036 989 950 916

G' 107.0 109.1 110.5 111.4 111.9 112.1 112.2 112.2

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

TABLE 62

Versa-Dek® LSAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE FACTOR

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

ESR-1169 | Most Widely Accepted and Trusted Page 70 of 94

Page 71: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 638 611 590 573 559 547 537 528

G' 32.8 35.8 38.6 41.2 43.5 45.7 47.8 49.612" S 456 427 404 385 369 356 345 336

G' 30.7 33.1 35.3 37.3 39.0 40.6 42.0 43.318" S 392 362 338 318 303 289 278 268

22 G' 29.4 31.5 33.3 34.8 36.2 37.4 38.4 39.40.0295" 24" S 359 328 304 285 269 255 244 234

G' 28.5 30.3 31.8 33.1 34.2 35.2 36.0 36.730" S 339 308 284 264 248 235 223 214

G' 27.9 29.5 30.8 31.9 32.8 33.5 34.2 34.736" S 326 295 270 251 235 221 210 200

G' 27.4 28.9 30.0 31.0 31.7 32.3 32.8 33.26" S 777 745 719 698 680 666 653 643

G' 47.7 51.6 55.1 58.2 61.1 63.6 66.0 68.112" S 557 520 492 469 450 434 420 409

G' 43.8 46.7 49.2 51.3 53.2 54.9 56.4 57.718" S 478 441 412 388 369 353 339 327

20 G' 41.4 43.7 45.6 47.2 48.5 49.6 50.6 51.40.0358" 24" S 438 401 371 347 328 311 298 286

G' 39.8 41.7 43.2 44.4 45.3 46.1 46.8 47.330" S 414 376 347 323 303 287 273 261

G' 38.7 40.3 41.5 42.4 43.1 43.6 44.0 44.336" S 398 360 330 306 286 270 256 244

G' 37.9 39.2 40.2 40.9 41.4 41.7 41.9 42.16" S 1037 992 957 929 906 886 869 855

G' 78.7 83.6 87.8 91.5 94.8 97.7 100.3 102.612" S 744 695 656 625 600 578 560 545

G' 69.6 72.7 75.2 77.3 79.1 80.6 81.8 82.918" S 640 590 550 519 493 471 452 436

18 G' 64.5 66.5 68.1 69.3 70.2 71.0 71.5 72.00.0474" 24" S 587 536 496 464 438 416 397 381

G' 61.2 62.6 63.6 64.2 64.6 64.8 65.0 65.030" S 555 504 464 432 405 383 364 348

G' 58.9 59.9 60.4 60.6 60.6 60.6 60.4 60.236" S 533 482 442 410 383 361 342 326

G' 57.3 57.8 58.0 58.0 57.7 57.4 57.0 56.66" S 1318 1261 1216 1179 1149 1124 1102 1084

G' 113.7 119.0 123.5 127.3 130.5 133.3 135.8 137.912" S 947 884 835 795 762 735 712 692

G' 97.3 100.0 102.1 103.6 104.9 105.9 106.8 107.518" S 816 752 701 660 627 599 575 555

16 G' 88.6 89.9 90.6 91.1 91.3 91.5 91.5 91.40.0598" 24" S 749 684 633 592 558 530 506 485

G' 83.2 83.5 83.5 83.3 82.9 82.5 82.0 81.530" S 709 643 592 551 517 488 464 444

G' 79.4 79.2 78.7 78.0 77.2 76.4 75.6 74.836" S 682 616 564 523 489 460 436 416

G' 76.7 76.1 75.2 74.1 73.0 72.0 70.9 70.0

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24 / 8

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 768 726 692 666 644 625 610 561*

G' 33.1 36.2 39.1 41.7 44.1 46.3 48.3 50.212" S 568 524 490 462 440 421 405 391

G' 31.5 34.1 36.4 38.4 40.2 41.9 43.3 44.718" S 500 456 421 394 371 352 336 322

22 G' 30.5 32.8 34.8 36.4 37.9 39.2 40.3 41.30.0295" 24" S 466 422 387 359 336 317 301 287

G' 29.9 32.0 33.7 35.2 36.4 37.4 38.3 39.130" S 445 401 366 338 315 296 280 266

G' 29.5 31.4 33.0 34.2 35.3 36.2 36.9 37.536" S 432 387 352 324 301 282 266 252

G' 29.2 31.0 32.4 33.6 34.5 35.2 35.8 36.36" S 936 884 843 810 784 761 742 725

G' 48.5 52.4 55.9 59.1 62.0 64.6 66.9 69.112" S 693 640 598 564 536 513 493 477

G' 45.3 48.4 51.0 53.3 55.2 57.0 58.5 59.818" S 611 557 514 480 452 429 409 392

20 G' 43.5 46.1 48.2 49.9 51.4 52.6 53.6 54.50.0358" 24" S 569 515 472 438 410 387 367 350

G' 42.4 44.6 46.3 47.7 48.8 49.7 50.4 51.030" S 544 490 447 413 385 362 342 325

G' 41.6 43.6 45.1 46.2 47.1 47.7 48.2 48.536" S 528 473 430 396 368 345 325 308

G' 41.0 42.8 44.1 45.1 45.8 46.2 46.5 46.76" S 1249 1179 1124 1080 1044 1013 988 965

G' 80.4 85.4 89.7 93.5 96.7 99.6 102.2 104.512" S 927 855 798 753 716 685 658 636

G' 73.0 76.3 79.0 81.2 83.0 84.5 85.7 86.818" S 818 745 688 642 605 574 547 524

18 G' 69.0 71.4 73.2 74.5 75.5 76.3 76.8 77.20.0474" 24" S 763 690 633 587 549 518 491 468

G' 66.6 68.4 69.6 70.4 70.8 71.1 71.2 71.230" S 730 657 599 553 516 484 458 435

G' 64.9 66.3 67.1 67.5 67.6 67.6 67.4 67.136" S 708 634 577 531 493 462 435 412

G' 63.7 64.8 65.3 65.4 65.3 65.0 64.6 64.16" S 1589 1499 1428 1372 1325 1286 1253 1225

G' 116.9 122.3 126.8 130.6 133.8 136.5 138.9 141.012" S 1183 1090 1017 959 911 871 837 808

G' 103.3 106.2 108.3 109.9 111.1 112.0 112.7 113.318" S 1045 951 878 819 771 731 697 668

16 G' 96.4 97.9 98.8 99.2 99.4 99.4 99.2 99.00.0598" 24" S 975 881 808 749 701 661 626 597

G' 92.2 92.9 93.0 92.7 92.3 91.7 91.0 90.330" S 934 839 766 707 659 618 584 555

G' 89.4 89.5 89.1 88.3 87.4 86.5 85.5 84.436" S 906 811 738 679 630 590 556 526

G' 87.3 87.1 86.3 85.2 84.0 82.7 81.5 80.2

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

TABLE 63

Versa-Dek® LS ESAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

Calculations are based on a ''Single Span Condition''.

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 71 of 94

Page 72: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 1072 1049 1032 1018 908* 763* 650* 561*

G' 34.8 38.4 41.7 44.8 47.8 50.5 53.0 55.512" S 868 840 818 801 786 763* 650* 561*

G' 33.5 36.7 39.6 42.3 44.8 47.2 49.3 51.418" S 708 676 651 630 613 599 586 561*

22 G' 32.5 35.4 38.0 40.5 42.7 44.7 46.6 48.30.0295" 24" S 619 585 558 536 518 503 490 479

G' 31.7 34.4 36.8 39.0 41.0 42.8 44.4 45.930" S 563 528 500 477 459 443 430 418

G' 31.1 33.7 35.9 37.9 39.6 41.2 42.6 43.936" S 524 489 460 437 418 402 389 377

G' 30.7 33.0 35.1 36.9 38.5 39.9 41.2 42.36" S 1314 1286 1264 1247 1212* 1018* 868* 748*

G' 51.8 56.6 61.0 65.0 68.8 72.2 75.4 78.412" S 1063 1030 1003 981 962 947 868* 748*

G' 49.1 53.2 57.0 60.3 63.4 66.2 68.8 71.118" S 867 828 797 772 751 733 718 705

20 G' 47.2 50.8 54.1 56.9 59.5 61.8 63.9 65.80.0358" 24" S 758 717 684 657 635 616 600 587

G' 45.7 49.0 51.9 54.3 56.5 58.5 60.2 61.830" S 690 647 612 585 562 543 527 513

G' 44.6 47.6 50.1 52.3 54.2 55.9 57.3 58.636" S 643 599 564 536 512 493 476 462

G' 43.8 46.5 48.8 50.7 52.3 53.8 55.0 56.16" S 1769 1732 1703 1680 1660 1547* 1319* 1137*

G' 88.6 95.4 101.4 106.8 111.7 116.1 120.1 123.812" S 1432 1387 1351 1321 1297 1276 1258 1137*

G' 81.9 87.3 92.0 96.1 99.8 103.0 105.9 108.518" S 1168 1115 1074 1040 1012 988 968 950

18 G' 77.3 81.8 85.5 88.8 91.6 94.0 96.1 98.00.0474" 24" S 1021 965 921 885 855 830 809 790

G' 74.0 77.7 80.8 83.4 85.6 87.4 89.0 90.430" S 929 871 825 788 757 731 709 690

G' 71.5 74.7 77.2 79.3 81.0 82.4 83.6 84.636" S 865 806 759 721 690 664 642 622

G' 69.6 72.3 74.4 76.1 77.4 78.4 79.3 80.06" S 2273 2225 2188 2158 2133 2113 1863* 1607*

G' 132.9 141.2 148.4 154.7 160.2 165.2 169.6 173.612" S 1840 1782 1735 1697 1666 1639 1616 1597

G' 119.8 125.8 130.9 135.2 139.0 142.2 145.1 147.618" S 1501 1433 1379 1336 1300 1269 1243 1221

16 G' 111.2 115.8 119.4 122.5 125.1 127.2 129.1 130.70.0598" 24" S 1312 1240 1183 1137 1098 1066 1039 1015

G' 105.2 108.7 111.4 113.5 115.2 116.6 117.8 118.830" S 1193 1119 1060 1012 973 939 911 887

G' 100.8 103.4 105.4 106.8 107.9 108.8 109.4 109.936" S 1112 1036 976 927 887 853 824 799

G' 97.3 99.3 100.7 101.6 102.3 102.7 102.9 103.1

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24 / 8

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 1272 1224 1187 1098* 908* 763* 650* 561*

G' 34.9 38.5 41.8 45.0 47.9 50.6 53.2 55.612" S 1049 1001 964 934 908* 763* 650* 561*

G' 33.7 37.0 39.9 42.7 45.2 47.6 49.7 51.818" S 849 800 761 730 704 683 650* 561*

22 G' 32.9 35.9 38.6 41.0 43.3 45.3 47.2 49.00.0295" 24" S 746 696 657 625 599 577 558 542

G' 32.3 35.1 37.6 39.8 41.8 43.7 45.3 46.830" S 684 633 593 561 534 512 494 478

G' 31.8 34.5 36.8 38.9 40.7 42.3 43.8 45.236" S 641 590 550 518 491 469 450 434

G' 31.5 34.0 36.2 38.1 39.8 41.3 42.6 43.86" S 1558 1500 1454 1418 1212* 1018* 868* 748*

G' 52.0 56.8 61.2 65.3 69.0 72.5 75.7 78.712" S 1285 1227 1181 1145 1115 1018* 868* 748*

G' 49.6 53.8 57.6 61.0 64.1 66.9 69.5 71.818" S 1041 980 933 894 863 837 814 748*

20 G' 48.0 51.7 55.0 58.0 60.6 63.0 65.1 67.00.0358" 24" S 914 853 804 765 733 707 684 664

G' 46.8 50.2 53.2 55.8 58.0 60.0 61.8 63.430" S 838 775 726 687 655 628 605 585

G' 46.0 49.1 51.8 54.1 56.1 57.8 59.3 60.636" S 786 723 674 634 602 575 552 532

G' 45.3 48.2 50.7 52.7 54.5 56.0 57.3 58.46" S 2099 2021 1959 1910 1841* 1547* 1319* 1137*

G' 89.1 95.9 102.0 107.4 112.3 116.7 120.7 124.412" S 1731 1653 1592 1542 1502 1468 1319* 1137*

G' 83.1 88.6 93.4 97.5 101.2 104.5 107.4 110.018" S 1402 1320 1256 1205 1162 1127 1097 1071

18 G' 79.2 83.8 87.7 91.0 93.8 96.3 98.5 100.40.0474" 24" S 1232 1149 1084 1031 988 952 921 895

G' 76.5 80.4 83.7 86.3 88.6 90.5 92.1 93.530" S 1128 1044 978 925 882 846 815 788

G' 74.5 77.9 80.6 82.8 84.6 86.1 87.3 88.336" S 1059 974 908 854 811 774 743 717

G' 73.0 76.0 78.3 80.1 81.5 82.6 83.5 84.26" S 2697 2596 2517 2454 2403 2187* 1863* 1607*

G' 133.8 142.2 149.4 155.7 161.2 166.2 170.6 174.612" S 2223 2123 2045 1981 1929 1886 1848 1607*

G' 122.1 128.2 133.4 137.7 141.5 144.7 147.6 150.118" S 1801 1696 1614 1548 1493 1448 1409 1376

16 G' 114.8 119.5 123.2 126.3 128.9 131.0 132.8 134.40.0598" 24" S 1583 1476 1392 1325 1269 1223 1184 1150

G' 109.8 113.4 116.2 118.4 120.1 121.5 122.6 123.530" S 1450 1342 1257 1189 1133 1086 1047 1013

G' 106.1 109.0 111.1 112.6 113.7 114.5 115.1 115.536" S 1360 1251 1166 1098 1042 995 955 921

G' 103.3 105.6 107.2 108.2 108.8 109.1 109.3 109.4

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

TABLE 64

Versa-Dek® LS ESAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

Calculations are based on a ''Single Span Condition''.

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 72 of 94

Page 73: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24 / 3

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 22' - 0"6" S 689 652 626 607 593 582 573 566

G' 12.9 15.7 18.2 20.7 23.0 25.2 27.2 29.212" S 481 438 408 386 370 358 347 339

G' 12.6 15.1 17.4 19.6 21.6 23.4 25.1 26.818" S 405 360 329 307 290 277 266 258

20 G' 12.3 14.7 16.8 18.7 20.5 22.1 23.6 24.90.0358 24" S 366 320 288 266 249 236 225 216

G' 12.1 14.3 16.3 18.1 19.7 21.1 22.4 23.530" S 342 295 264 241 224 211 200 191

G' 12.0 14.1 15.9 17.6 19.0 20.3 21.4 22.436" S 326 279 247 225 208 194 183 175

G' 11.9 13.9 15.7 17.2 18.5 19.6 20.6 21.56" S 807 763 733 711 694 681 670 662

G' 18.4 22.1 25.6 28.8 31.8 34.7 37.3 39.812" S 564 513 478 453 433 418 406 397

G' 17.7 21.1 24.1 26.8 29.3 31.6 33.7 35.618" S 475 422 386 359 340 324 312 302

19 G' 17.2 20.3 23.0 25.4 27.5 29.4 31.1 32.70.0418 24" S 429 375 338 312 292 276 264 253

G' 16.9 19.7 22.2 24.3 26.2 27.8 29.2 30.530" S 401 347 310 283 263 247 235 224

G' 16.7 19.3 21.6 23.5 25.1 26.5 27.7 28.836" S 383 328 290 264 243 228 215 205

G' 16.4 19.0 21.1 22.8 24.2 25.4 26.5 27.46" S 919 868 833 808 789 774 762 752

G' 24.3 29.1 33.4 37.4 41.1 44.5 47.6 50.512" S 642 583 544 515 493 476 462 451

G' 23.2 27.4 31.0 34.3 37.2 39.8 42.2 44.418" S 541 480 439 409 386 369 355 343

18 G' 22.5 26.2 29.3 32.1 34.5 36.6 38.5 40.10.0474" 24" S 489 427 385 355 332 314 300 288

G' 21.9 25.3 28.1 30.5 32.5 34.2 35.7 37.030" S 458 395 353 322 299 281 267 255

G' 21.5 24.6 27.2 29.2 31.0 32.4 33.6 34.736" S 436 373 331 300 277 259 245 233

G' 21.2 24.1 26.4 28.3 29.7 30.9 32.0 32.86" S 1168 1102 1057 1025 1000 981 965 952

G' 40.1 47.2 53.4 59.0 64.0 68.5 72.6 76.312" S 817 742 690 653 625 603 586 571

G' 37.5 43.3 48.1 52.3 55.9 59.1 61.9 64.318" S 690 611 558 520 491 468 450 435

16 G' 35.8 40.7 44.6 47.9 50.6 52.9 54.9 56.60.0598" 24" S 624 544 490 452 422 399 381 366

G' 34.6 38.8 42.1 44.7 46.8 48.6 50.0 51.230" S 584 504 449 410 381 358 339 324

G' 33.7 37.5 40.2 42.4 44.0 45.3 46.4 47.236" S 557 476 422 383 353 330 311 296

G' 33.0 36.4 38.8 40.5 41.8 42.8 43.6 44.2

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24 / 6

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 22' - 0"6" S 798 741 703 675 654 638 625 614

G' 13.0 15.7 18.3 20.8 23.1 25.3 27.3 29.312" S 558 499 459 430 408 392 378 367

G' 12.7 15.2 17.6 19.7 21.8 23.6 25.4 27.018" S 476 416 375 346 325 308 294 283

20 G' 12.5 14.9 17.1 19.0 20.8 22.5 24.0 25.40.0358 24" S 435 374 333 304 282 265 252 241

G' 12.3 14.6 16.7 18.5 20.1 21.6 22.9 24.130" S 410 349 308 279 257 240 226 215

G' 12.2 14.4 16.4 18.1 19.6 20.9 22.1 23.236" S 393 332 291 262 240 223 209 198

G' 12.1 14.3 16.2 17.8 19.2 20.4 21.5 22.46" S 935 868 823 790 766 747 731 719

G' 18.5 22.2 25.7 28.9 32.0 34.8 37.5 39.912" S 655 585 537 504 478 458 443 430

G' 17.9 21.3 24.4 27.2 29.7 32.0 34.1 36.118" S 559 488 440 406 380 360 344 331

19 G' 17.5 20.7 23.5 25.9 28.1 30.1 31.8 33.40.0418 24" S 510 439 391 357 331 311 295 282

G' 17.3 20.2 22.8 25.0 27.0 28.6 30.1 31.430" S 481 410 362 327 302 281 265 252

G' 17.1 19.9 22.3 24.3 26.1 27.6 28.8 29.936" S 462 390 342 308 282 262 246 232

G' 16.9 19.7 21.9 23.8 25.4 26.7 27.8 28.86" S 1063 987 935 898 870 848 831 816

G' 24.4 29.2 33.6 37.6 41.3 44.7 47.8 50.812" S 746 665 612 573 544 521 503 488

G' 23.5 27.7 31.5 34.8 37.7 40.4 42.8 45.018" S 637 556 501 462 433 410 392 377

18 G' 22.9 26.8 30.1 32.9 35.4 37.5 39.5 41.20.0474" 24" S 582 500 446 406 377 354 336 321

G' 22.5 26.1 29.1 31.5 33.7 35.5 37.0 38.430" S 549 467 412 373 343 321 302 287

G' 22.2 25.6 28.3 30.5 32.4 33.9 35.2 36.336" S 526 445 390 351 321 298 280 265

G' 22.0 25.2 27.7 29.7 31.4 32.7 33.8 34.76" S 1351 1252 1186 1138 1102 1074 1052 1033

G' 40.4 47.5 53.8 59.4 64.4 69.0 73.1 76.812" S 949 846 777 728 690 661 638 619

G' 38.2 44.1 49.1 53.3 57.0 60.2 63.0 65.518" S 812 708 638 588 550 521 498 478

16 G' 36.8 42.0 46.1 49.5 52.3 54.7 56.7 58.40.0598" 24" S 742 638 568 518 480 451 427 408

G' 35.9 40.5 44.0 46.8 49.0 50.8 52.3 53.530" S 701 596 526 475 438 408 385 365

G' 35.3 39.4 42.5 44.8 46.6 48.0 49.1 49.936" S 673 568 497 447 409 380 356 337

G' 34.7 38.6 41.3 43.3 44.8 45.8 46.6 47.2

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

TABLE 65

Versa-Dek® 3.5 LSAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

Calculations are based on a ''Single Span Condition''.

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 73 of 94

Page 74: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24 / 3

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 22' - 0"6" S 1222 1195 1178 1166 1156 1149 995* 822*

G' 13.2 16.1 18.9 21.6 24.1 26.5 28.9 31.112" S 933 897 872 853 839 828 818 811

G' 13.0 15.8 18.5 21.0 23.3 25.6 27.7 29.818" S 763 718 687 664 647 633 622 613

20 G' 12.9 15.6 18.1 20.5 22.7 24.8 26.8 28.70.0358 24" S 664 614 580 555 537 522 510 500

G' 12.7 15.3 17.8 20.0 22.1 24.1 26.0 27.730" S 600 548 512 486 466 450 438 428

G' 12.6 15.2 17.5 19.7 21.7 23.5 25.2 26.936" S 555 501 464 438 417 401 388 378

G' 12.5 15.0 17.3 19.3 21.3 23.0 24.6 26.16" S 1439 1408 1388 1373 1362 1354 1254* 1036*

G' 19.0 23.0 26.8 30.4 33.8 37.1 40.2 43.112" S 1099 1056 1027 1005 988 975 964 955

G' 18.6 22.4 26.0 29.3 32.5 35.4 38.2 40.818" S 899 846 809 783 762 746 733 722

19 G' 18.3 21.9 25.3 28.4 31.3 34.0 36.5 38.80.0418 24" S 782 724 684 654 632 614 600 589

G' 18.0 21.5 24.7 27.7 30.3 32.8 35.1 37.230" S 707 645 603 572 549 531 516 504

G' 17.8 21.2 24.3 27.0 29.5 31.8 33.9 35.836" S 654 591 547 516 492 473 458 445

G' 17.7 20.9 23.9 26.5 28.8 30.9 32.9 34.66" S 1646 1610 1587 1570 1558 1548 1513* 1250*

G' 25.3 30.5 35.4 40.0 44.2 48.3 52.1 55.612" S 1257 1208 1174 1149 1130 1115 1103 1092

G' 24.7 29.5 34.0 38.2 42.0 45.6 48.9 52.018" S 1028 967 926 895 871 853 838 826

18 G' 24.2 28.8 32.9 36.7 40.2 43.4 46.4 49.10.0474" 24" S 894 828 782 748 723 703 686 673

G' 23.8 28.1 32.1 35.6 38.7 41.6 44.3 46.730" S 808 738 689 654 628 607 590 576

G' 23.5 27.6 31.3 34.6 37.5 40.1 42.5 44.636" S 748 675 626 590 562 541 523 509

G' 23.2 27.2 30.7 33.7 36.4 38.8 41.0 42.96" S 2114 2069 2039 2017 2001 1989 1979 1768*

G' 42.5 50.6 58.0 64.8 71.1 76.8 82.1 87.012" S 1614 1552 1508 1476 1452 1432 1416 1403

G' 40.9 48.3 54.8 60.7 66.1 70.9 75.3 79.318" S 1321 1243 1189 1150 1119 1096 1076 1061

16 G' 39.7 46.5 52.4 57.6 62.2 66.3 70.0 73.40.0598" 24" S 1149 1063 1004 961 928 903 882 865

G' 38.8 45.0 50.4 55.0 59.1 62.6 65.8 68.630" S 1038 948 886 841 806 779 758 740

G' 38.0 43.8 48.7 52.9 56.5 59.6 62.4 64.836" S 961 868 804 757 722 694 672 654

G' 37.4 42.9 47.4 51.2 54.4 57.1 59.5 61.6

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24 / 6

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 22' - 0"6" S 1375 1318 1280 1253 1233 1217 995* 822*

G' 13.2 16.1 18.9 21.6 24.1 26.6 28.9 31.112" S 1125 1062 1019 987 964 945 930 822*

G' 13.0 15.8 18.5 21.0 23.4 25.6 27.8 29.818" S 891 823 776 743 718 698 682 669

20 G' 12.9 15.6 18.2 20.5 22.8 24.9 26.9 28.80.0358 24" S 767 697 650 615 590 570 553 540

G' 12.8 15.4 17.9 20.2 22.3 24.3 26.1 27.930" S 692 620 572 537 511 491 475 461

G' 12.7 15.3 17.7 19.8 21.9 23.7 25.5 27.136" S 641 568 520 485 459 438 422 408

G' 12.6 15.2 17.5 19.6 21.5 23.3 24.9 26.46" S 1620 1553 1508 1476 1453 1434 1254* 1036*

G' 19.0 23.0 26.8 30.5 33.9 37.1 40.2 43.112" S 1326 1251 1200 1163 1135 1114 1096 1036*

G' 18.6 22.5 26.1 29.4 32.5 35.5 38.3 40.918" S 1049 969 915 875 846 823 804 789

19 G' 18.4 22.0 25.4 28.6 31.5 34.2 36.7 39.00.0418 24" S 904 821 765 725 695 671 652 636

G' 18.2 21.7 24.9 27.9 30.6 33.1 35.4 37.530" S 815 731 674 633 602 578 559 543

G' 18.0 21.4 24.5 27.3 29.9 32.2 34.3 36.236" S 755 670 612 571 540 516 497 481

G' 17.9 21.2 24.2 26.8 29.2 31.4 33.4 35.16" S 1852 1776 1725 1688 1661 1640 1513* 1250*

G' 25.3 30.5 35.4 40.0 44.3 48.3 52.1 55.712" S 1516 1430 1372 1330 1298 1273 1253 1237

G' 24.7 29.6 34.2 38.3 42.2 45.7 49.1 52.218" S 1200 1108 1046 1001 967 940 919 902

18 G' 24.3 28.9 33.2 37.0 40.5 43.7 46.7 49.40.0474" 24" S 1034 939 875 829 794 767 745 728

G' 24.0 28.4 32.4 35.9 39.1 42.1 44.7 47.130" S 932 835 771 724 689 661 639 621

G' 23.7 28.0 31.7 35.0 38.0 40.7 43.1 45.236" S 863 766 700 653 618 590 568 550

G' 23.5 27.6 31.2 34.3 37.1 39.5 41.7 43.76" S 2380 2281 2216 2169 2134 2107 2085 1768*

G' 42.5 50.7 58.1 64.9 71.2 76.9 82.2 87.112" S 1948 1837 1763 1709 1668 1636 1610 1589

G' 41.1 48.5 55.1 61.0 66.4 71.2 75.7 79.718" S 1542 1423 1343 1286 1242 1208 1181 1159

16 G' 40.1 46.9 52.8 58.1 62.8 66.9 70.6 74.00.0598" 24" S 1328 1206 1124 1065 1020 985 958 935

G' 39.3 45.6 51.1 55.8 59.9 63.5 66.7 69.630" S 1197 1073 990 930 885 849 821 798

G' 38.6 44.6 49.6 53.9 57.6 60.7 63.5 65.936" S 1108 984 899 839 793 758 729 706

G' 38.1 43.8 48.4 52.3 55.6 58.4 60.9 63.0

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

TABLE 66

Versa-Dek® 3.5 LSAllowable Diaphragm Shear

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE FACTOR

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

ESR-1169 | Most Widely Accepted and Trusted Page 74 of 94

Page 75: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

Hilti X-ENP-19-L15 S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24.5 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 542 531 523 516 510 505 501 497

G' 19.4 20.3 21.1 21.8 22.4 23.0 23.4 23.812" S 300 294 290 286 283 281 279 277

G' 18.5 19.3 20.0 20.6 21.0 21.5 21.8 22.218" S 216 210 205 202 199 196 194 192

22 G' 17.9 18.6 19.2 19.6 20.0 20.4 20.7 20.90.0295" 24" S 173 168 163 159 157 154 152 150

G' 17.5 18.1 18.6 19.0 19.3 19.6 19.8 20.030" S 148 142 138 134 131 129 127 125

G' 17.1 17.7 18.1 18.4 18.7 18.9 19.1 19.336" S 131 125 121 117 114 112 110 108

G' 16.9 17.4 17.7 18.0 18.2 18.4 18.5 18.76" S 622 611 601 593 586 580 575 571

G' 27.4 28.5 29.5 30.3 31.0 31.6 32.1 32.612" S 363 356 350 346 343 340 337 335

G' 25.8 26.7 27.5 28.1 28.6 29.1 29.5 29.818" S 260 253 248 244 240 237 235 233

20 G' 24.7 25.5 26.1 26.6 27.0 27.3 27.6 27.80.0358" 24" S 209 202 197 192 189 186 184 182

G' 24.0 24.6 25.1 25.4 25.7 26.0 26.2 26.330" S 178 171 166 162 158 155 153 151

G' 23.4 23.9 24.3 24.6 24.8 25.0 25.1 25.236" S 158 151 145 141 138 135 132 130

G' 23.0 23.4 23.7 23.9 24.0 24.1 24.2 24.26" S 816 799 786 775 766 759 753 747

G' 45.9 47.4 48.7 49.8 50.7 51.4 52.1 52.712" S 482 471 464 458 453 450 446 444

G' 42.2 43.2 44.1 44.8 45.3 45.8 46.2 46.618" S 346 335 328 322 318 314 311 308

18 G' 39.8 40.5 41.0 41.5 41.8 42.1 42.3 42.40.0474" 24" S 278 267 260 255 250 246 243 240

G' 38.1 38.6 38.9 39.1 39.3 39.4 39.4 39.530" S 237 226 219 214 209 205 202 199

G' 36.9 37.2 37.3 37.4 37.4 37.3 37.3 37.236" S 210 199 192 187 182 178 175 172

G' 36.0 36.1 36.1 36.0 35.9 35.8 35.6 35.56" S 1017 995 978 965 954 945 937 930

G' 73.7 75.7 77.4 78.9 80.0 81.0 81.9 82.712" S 609 595 585 578 572 567 563 559

G' 65.4 66.5 67.4 68.1 68.7 69.1 69.5 69.818" S 438 424 413 406 401 396 392 388

16 G' 60.3 60.9 61.2 61.5 61.6 61.7 61.8 61.80.0598" 24" S 353 338 328 321 315 310 306 303

G' 57.0 57.1 57.1 57.0 56.8 56.6 56.5 56.330" S 301 287 277 269 264 259 255 251

G' 54.6 54.4 54.1 53.7 53.3 53.0 52.6 52.336" S 267 253 242 235 229 225 221 217

G' 52.8 52.3 51.8 51.2 50.7 50.2 49.7 49.2

Hilti X-ENP-19-L15 S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24.5 / 8

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 613 600 589 581 574 569 564 537*

G' 19.5 20.4 21.2 21.9 22.5 23.1 23.5 23.912" S 360 346 336 328 321 316 311 307

G' 18.7 19.5 20.2 20.8 21.3 21.7 22.1 22.418" S 275 262 252 243 237 231 226 222

22 G' 18.3 19.0 19.6 20.1 20.5 20.8 21.1 21.40.0295" 24" S 233 220 209 201 194 189 184 180

G' 17.9 18.6 19.1 19.5 19.9 20.1 20.4 20.630" S 208 194 184 176 169 164 159 155

G' 17.7 18.3 18.7 19.1 19.4 19.6 19.8 20.036" S 191 177 167 159 152 147 142 138

G' 17.5 18.1 18.5 18.8 19.0 19.2 19.4 19.56" S 734 713 691 674 660 648 638 630

G' 27.5 28.7 29.6 30.5 31.2 31.8 32.3 32.812" S 427 412 400 391 384 377 372 367

G' 26.2 27.1 27.9 28.5 29.1 29.5 29.9 30.218" S 324 309 298 289 281 275 269 265

20 G' 25.4 26.2 26.8 27.3 27.7 28.0 28.3 28.50.0358" 24" S 273 258 247 237 230 224 218 214

G' 24.8 25.5 26.0 26.4 26.7 26.9 27.1 27.230" S 242 227 216 207 199 193 187 183

G' 24.4 25.0 25.4 25.7 25.9 26.1 26.2 26.336" S 222 207 195 186 179 172 167 162

G' 24.1 24.6 24.9 25.2 25.3 25.4 25.5 25.56" S 969 932 904 881 863 848 835 823

G' 46.3 47.9 49.1 50.2 51.0 51.8 52.5 53.012" S 566 544 529 517 507 499 492 486

G' 43.2 44.2 45.1 45.7 46.3 46.7 47.1 47.418" S 430 408 393 381 371 363 356 350

18 G' 41.2 42.0 42.5 42.9 43.2 43.5 43.7 43.80.0474" 24" S 362 341 325 313 303 295 288 282

G' 39.9 40.5 40.8 41.0 41.1 41.2 41.2 41.230" S 321 300 285 273 263 254 247 241

G' 39.0 39.4 39.5 39.6 39.6 39.5 39.4 39.336" S 294 273 258 245 236 227 220 214

G' 38.3 38.5 38.6 38.5 38.4 38.2 38.1 37.96" S 1206 1161 1126 1097 1074 1055 1039 1025

G' 74.6 76.7 78.4 79.7 80.9 81.9 82.7 83.412" S 714 687 666 651 638 628 619 612

G' 67.5 68.6 69.5 70.1 70.6 71.0 71.3 71.618" S 543 516 495 480 467 457 448 441

16 G' 63.4 63.9 64.2 64.4 64.5 64.5 64.4 64.40.0598" 24" S 457 430 409 394 382 371 362 355

G' 60.7 60.8 60.8 60.6 60.4 60.1 59.8 59.530" S 406 379 358 343 330 320 311 304

G' 58.8 58.6 58.3 57.9 57.4 57.0 56.5 56.036" S 371 344 324 308 296 286 277 269

G' 57.4 57.0 56.5 55.9 55.2 54.6 54.0 53.4

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 2.50 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .65 for LRFD and SF = 2.50 for ASD for fasteners.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for fasteners.Other: Phi = .65 for LRFD and SF = 2.50 for ASD for fasteners.

Calculations are based on a ''SINGLE SPAN CONDITION''.Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

TABLE 67

Versa-Dek® S AcousticalAllowable Diaphragm Shear

SUPPORT CONNECTION:

ESR-1169 | Most Widely Accepted and Trusted Page 75 of 94

Page 76: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Welds G' = Stiffness Factor (kips/in.)24.5 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 804 787 774 763 755 731* 623* 537*

G' 20.1 21.2 22.1 22.9 23.5 24.1 24.7 25.112" S 757 739 725 713 703 695 623* 537*

G' 19.6 20.6 21.4 22.2 22.8 23.3 23.8 24.218" S 555 541 530 522 515 509 504 500

22 G' 19.2 20.1 20.9 21.6 22.2 22.7 23.1 23.50.0295" 24" S 443 430 419 411 404 398 393 389

G' 18.9 19.8 20.5 21.1 21.6 22.1 22.5 22.830" S 377 363 352 344 337 331 326 322

G' 18.6 19.5 20.1 20.7 21.2 21.6 22.0 22.336" S 332 318 308 299 292 287 282 278

G' 18.4 19.2 19.8 20.4 20.8 21.2 21.5 21.86" S 880 862 847 835 826 818 811 717*

G' 28.8 30.1 31.2 32.2 33.0 33.7 34.3 34.912" S 880 861 846 834 824 815 808 717*

G' 27.9 29.1 30.1 31.0 31.7 32.4 32.9 33.418" S 678 661 648 638 630 623 617 612

20 G' 27.3 28.4 29.3 30.1 30.7 31.3 31.8 32.20.0358" 24" S 541 525 512 502 493 486 480 475

G' 26.8 27.9 28.7 29.4 29.9 30.4 30.9 31.230" S 460 443 430 420 412 405 399 394

G' 26.5 27.4 28.2 28.8 29.3 29.7 30.1 30.436" S 405 389 376 365 357 350 344 339

G' 26.2 27.0 27.7 28.3 28.7 29.1 29.5 29.76" S 1186 1161 1141 1125 1113 1102 1093 1085

G' 49.5 51.4 52.9 54.3 55.4 56.4 57.3 58.012" S 1185 1160 1140 1124 1110 1098 1088 1079

G' 47.3 49.0 50.3 51.4 52.4 53.2 53.9 54.518" S 915 891 873 859 848 839 831 824

18 G' 45.8 47.2 48.4 49.3 50.1 50.7 51.3 51.80.0474" 24" S 732 707 690 676 665 655 647 640

G' 44.7 45.9 46.8 47.6 48.3 48.8 49.2 49.630" S 622 597 579 566 554 545 537 530

G' 43.8 44.8 45.6 46.3 46.8 47.2 47.6 47.936" S 548 523 506 492 481 471 463 457

G' 43.0 44.0 44.7 45.2 45.6 45.9 46.2 46.46" S 1523 1491 1466 1446 1429 1416 1404 1394

G' 82.1 85.0 87.3 89.3 91.0 92.5 93.7 94.912" S 1523 1491 1465 1444 1426 1411 1398 1387

G' 77.0 79.3 81.1 82.6 83.9 85.0 85.9 86.718" S 1179 1147 1122 1104 1090 1078 1067 1058

16 G' 73.4 75.2 76.6 77.8 78.7 79.5 80.1 80.70.0598" 24" S 943 911 886 868 854 842 831 823

G' 70.8 72.2 73.3 74.1 74.8 75.3 75.7 76.130" S 802 769 744 727 712 700 690 681

G' 68.8 69.9 70.7 71.3 71.7 72.0 72.2 72.436" S 707 675 650 632 618 606 595 587

G' 67.2 68.1 68.6 69.0 69.2 69.3 69.4 69.5

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Welds G' = Stiffness Factor (kips/in.)24.5 / 8

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 954 918 890 868 850 731* 623* 537*

G' 20.1 21.2 22.1 22.9 23.6 24.2 24.7 25.212" S 860 836 817 802 790 731* 623* 537*

G' 19.7 20.7 21.5 22.2 22.8 23.4 23.9 24.318" S 637 613 595 580 568 557 549 537*

22 G' 19.3 20.2 21.0 21.7 22.3 22.8 23.2 23.60.0295" 24" S 526 502 483 469 456 446 438 430

G' 19.0 19.9 20.6 21.3 21.8 22.2 22.6 23.030" S 459 435 417 402 390 379 371 363

G' 18.8 19.7 20.3 20.9 21.4 21.8 22.2 22.536" S 415 391 372 357 345 335 326 319

G' 18.7 19.4 20.1 20.6 21.1 21.4 21.8 22.16" S 1044 1005 975 950 930 914 831* 717*

G' 28.8 30.1 31.3 32.2 33.0 33.7 34.4 34.912" S 1041 1005 975 950 930 914 831* 717*

G' 28.1 29.3 30.3 31.2 31.9 32.5 33.1 33.618" S 768 740 719 701 687 675 666 657

20 G' 27.6 28.7 29.6 30.4 31.0 31.6 32.1 32.50.0358" 24" S 632 604 582 565 551 539 529 521

G' 27.2 28.2 29.1 29.8 30.3 30.8 31.3 31.630" S 550 522 501 483 469 457 447 439

G' 26.9 27.9 28.7 29.3 29.8 30.2 30.6 30.936" S 496 468 446 429 415 403 393 384

G' 26.7 27.6 28.3 28.9 29.4 29.8 30.1 30.46" S 1407 1354 1313 1280 1253 1231 1212 1090*

G' 49.6 51.5 53.1 54.4 55.6 56.5 57.4 58.212" S 1405 1354 1313 1280 1253 1231 1212 1090*

G' 47.7 49.4 50.7 51.8 52.8 53.6 54.3 54.918" S 1037 997 968 945 926 910 896 885

18 G' 46.5 47.9 49.0 50.0 50.7 51.4 51.9 52.40.0474" 24" S 854 814 785 761 742 726 713 701

G' 45.5 46.8 47.8 48.5 49.2 49.7 50.1 50.530" S 744 703 674 651 632 616 603 591

G' 44.8 45.9 46.8 47.4 48.0 48.4 48.7 49.036" S 670 630 601 578 559 543 529 518

G' 44.3 45.3 46.0 46.6 47.0 47.3 47.5 47.76" S 1807 1739 1687 1645 1610 1581 1557 1536

G' 82.4 85.3 87.7 89.6 91.3 92.8 94.0 95.212" S 1807 1739 1687 1645 1610 1581 1557 1536

G' 77.9 80.2 82.0 83.5 84.8 85.8 86.7 87.518" S 1336 1284 1244 1214 1189 1169 1152 1137

16 G' 75.0 76.7 78.1 79.3 80.2 80.9 81.5 82.10.0598" 24" S 1100 1048 1008 978 953 933 916 901

G' 72.8 74.3 75.3 76.1 76.8 77.3 77.6 78.030" S 959 906 866 836 812 791 774 759

G' 71.2 72.4 73.2 73.7 74.1 74.4 74.6 74.836" S 864 812 772 742 717 697 680 665

G' 70.0 70.9 71.5 71.8 72.1 72.2 72.2 72.2

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Calculations are based on a ''SINGLE SPAN CONDITION''.Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

TABLE 68

Versa-Dek® S AcousticalAllowable Diaphragm Shear

SUPPORT CONNECTION:

ESR-1169 | Most Widely Accepted and Trusted Page 76 of 94

Page 77: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24.5 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 467 461 457 454 451 448 446 445

G' 19.3 20.3 21.1 21.8 22.4 22.9 23.4 23.812" S 256 250 246 242 240 237 235 234

G' 18.4 19.2 19.9 20.5 21.0 21.4 21.8 22.118" S 185 180 175 172 169 167 165 163

22 G' 17.8 18.5 19.1 19.6 20.0 20.3 20.6 20.90.0295" 24" S 150 145 140 137 134 132 130 128

G' 17.3 18.0 18.4 18.8 19.2 19.4 19.7 19.930" S 129 123 119 116 113 111 109 107

G' 17.0 17.5 17.9 18.3 18.5 18.8 18.9 19.136" S 115 109 105 102 99 97 95 93

G' 16.7 17.2 17.5 17.8 18.0 18.2 18.4 18.56" S 565 558 553 549 546 543 541 539

G' 27.5 28.7 29.6 30.4 31.1 31.7 32.3 32.712" S 308 302 297 293 290 287 285 283

G' 26.2 27.1 27.8 28.5 29.0 29.5 29.8 30.218" S 223 217 212 207 204 201 199 197

20 G' 25.3 26.1 26.7 27.2 27.6 27.9 28.2 28.40.0358" 24" S 180 174 169 165 161 159 156 154

G' 24.7 25.4 25.9 26.3 26.5 26.8 27.0 27.130" S 155 148 143 139 136 133 131 129

G' 24.3 24.9 25.3 25.6 25.8 25.9 26.0 26.136" S 138 131 126 122 119 116 114 112

G' 24.0 24.5 24.8 25.0 25.2 25.3 25.3 25.46" S 750 739 732 727 723 719 716 713

G' 46.3 47.8 49.1 50.1 51.0 51.8 52.4 53.012" S 411 400 393 388 383 380 377 374

G' 43.0 44.1 44.9 45.6 46.2 46.6 47.0 47.318" S 298 287 280 275 270 267 264 261

18 G' 41.1 41.8 42.4 42.8 43.1 43.3 43.5 43.60.0474" 24" S 242 230 224 218 214 210 207 205

G' 39.7 40.3 40.6 40.8 40.9 41.0 41.0 41.030" S 208 196 190 184 180 176 173 171

G' 38.8 39.1 39.3 39.4 39.3 39.3 39.2 39.136" S 185 174 167 162 157 154 151 148

G' 38.1 38.3 38.3 38.2 38.1 38.0 37.8 37.66" S 950 935 924 918 912 907 903 900

G' 74.5 76.6 78.2 79.6 80.8 81.8 82.6 83.312" S 522 507 496 490 484 479 475 472

G' 67.2 68.4 69.2 69.9 70.4 70.8 71.1 71.418" S 380 365 354 347 341 337 333 329

16 G' 63.0 63.6 63.9 64.0 64.1 64.1 64.1 64.10.0598" 24" S 308 293 282 276 270 265 261 258

G' 60.3 60.4 60.3 60.2 59.9 59.7 59.4 59.130" S 266 251 240 233 227 223 219 215

G' 58.4 58.2 57.8 57.4 56.9 56.5 56.0 55.636" S 237 222 211 204 199 194 190 187

G' 56.9 56.5 55.9 55.3 54.7 54.1 53.5 52.9

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24.5 / 8

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 549 534 521 511 503 497 491 486

G' 19.4 20.4 21.2 21.9 22.5 23.0 23.5 23.912" S 338 322 310 300 292 286 280 275

G' 18.7 19.5 20.2 20.7 21.2 21.6 22.0 22.318" S 268 252 240 230 222 215 209 205

22 G' 18.1 18.9 19.4 19.9 20.3 20.7 21.0 21.20.0295" 24" S 233 217 205 195 187 180 174 169

G' 17.8 18.4 18.9 19.3 19.7 20.0 20.2 20.430" S 212 196 183 174 166 159 153 148

G' 17.5 18.1 18.6 18.9 19.2 19.4 19.6 19.736" S 198 182 169 160 151 145 139 134

G' 17.3 17.9 18.3 18.6 18.8 19.0 19.1 19.26" S 655 637 624 612 603 596 590 584

G' 27.7 28.9 29.9 30.7 31.4 32.0 32.5 33.012" S 399 381 367 356 347 340 333 328

G' 26.7 27.6 28.4 29.0 29.6 30.0 30.4 30.718" S 314 296 282 271 262 254 248 242

20 G' 26.1 26.9 27.5 28.0 28.5 28.8 29.1 29.30.0358" 24" S 271 253 239 228 219 212 205 200

G' 25.7 26.4 26.9 27.4 27.7 27.9 28.1 28.330" S 245 227 214 203 193 186 180 174

G' 25.4 26.0 26.5 26.9 27.1 27.3 27.4 27.536" S 228 210 197 185 176 169 162 157

G' 25.2 25.8 26.2 26.5 26.7 26.8 26.9 26.96" S 872 846 827 813 800 790 782 774

G' 46.8 48.4 49.6 50.7 51.5 52.3 52.9 53.512" S 533 507 488 473 461 451 442 435

G' 44.3 45.4 46.2 46.9 47.4 47.9 48.2 48.518" S 420 394 375 360 348 338 329 322

18 G' 42.8 43.7 44.2 44.7 45.0 45.2 45.3 45.50.0474" 24" S 364 337 318 304 292 281 273 266

G' 41.9 42.5 42.9 43.2 43.3 43.4 43.4 43.330" S 330 303 285 270 258 247 239 232

G' 41.3 41.7 42.0 42.1 42.1 42.0 41.9 41.836" S 307 280 262 247 235 225 216 209

G' 40.8 41.1 41.3 41.3 41.2 41.1 40.9 40.76" S 1107 1073 1046 1027 1012 999 988 978

G' 75.8 77.9 79.5 80.9 82.0 82.9 83.7 84.412" S 679 645 618 599 584 571 560 550

G' 70.0 71.1 72.0 72.6 73.0 73.4 73.6 73.818" S 536 502 476 457 441 428 417 408

16 G' 66.8 67.4 67.7 67.9 67.9 67.8 67.7 67.60.0598" 24" S 465 431 404 385 370 357 346 336

G' 64.8 65.0 65.0 64.8 64.6 64.2 63.9 63.530" S 422 388 361 342 327 314 303 294

G' 63.4 63.4 63.1 62.7 62.2 61.7 61.2 60.636" S 394 359 333 314 298 285 275 265

G' 62.4 62.2 61.7 61.1 60.5 59.8 59.1 58.5

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Calculations are based on a ''SINGLE SPAN CONDITION''.Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

TABLE 69

Versa-Dek® S AcousticalAllowable Diaphragm Shear

SUPPORT CONNECTION:

ESR-1169 | Most Widely Accepted and Trusted Page 77 of 94

Page 78: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

Hilti X-ENP-19-L15 S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24.5 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 542 531 523 516 510 505 501 497

G' 19.4 20.3 21.1 21.8 22.4 23.0 23.4 23.812" S 300 294 290 286 283 281 279 277

G' 18.5 19.3 20.0 20.6 21.0 21.5 21.8 22.218" S 216 210 205 202 199 196 194 192

22 G' 17.9 18.6 19.2 19.6 20.0 20.4 20.7 20.90.0295" 24" S 173 168 163 159 157 154 152 150

G' 17.5 18.1 18.6 19.0 19.3 19.6 19.8 20.030" S 148 142 138 134 131 129 127 125

G' 17.1 17.7 18.1 18.4 18.7 18.9 19.1 19.336" S 131 125 121 117 114 112 110 108

G' 16.9 17.4 17.7 18.0 18.2 18.4 18.5 18.76" S 622 611 601 593 586 580 575 571

G' 27.4 28.5 29.5 30.3 31.0 31.6 32.1 32.612" S 363 356 350 346 343 340 337 335

G' 25.8 26.7 27.5 28.1 28.6 29.1 29.5 29.818" S 260 253 248 244 240 237 235 233

20 G' 24.7 25.5 26.1 26.6 27.0 27.3 27.6 27.80.0358" 24" S 209 202 197 192 189 186 184 182

G' 24.0 24.6 25.1 25.4 25.7 26.0 26.2 26.330" S 178 171 166 162 158 155 153 151

G' 23.4 23.9 24.3 24.6 24.8 25.0 25.1 25.236" S 158 151 145 141 138 135 132 130

G' 23.0 23.4 23.7 23.9 24.0 24.1 24.2 24.26" S 816 799 786 775 766 759 753 747

G' 45.9 47.4 48.7 49.8 50.7 51.4 52.1 52.712" S 482 471 464 458 453 450 446 444

G' 42.2 43.2 44.1 44.8 45.3 45.8 46.2 46.618" S 346 335 328 322 318 314 311 308

18 G' 39.8 40.5 41.0 41.5 41.8 42.1 42.3 42.40.0474" 24" S 278 267 260 255 250 246 243 240

G' 38.1 38.6 38.9 39.1 39.3 39.4 39.4 39.530" S 237 226 219 214 209 205 202 199

G' 36.9 37.2 37.3 37.4 37.4 37.3 37.3 37.236" S 210 199 192 187 182 178 175 172

G' 36.0 36.1 36.1 36.0 35.9 35.8 35.6 35.56" S 1017 995 978 965 954 945 937 930

G' 73.7 75.7 77.4 78.9 80.0 81.0 81.9 82.712" S 609 595 585 578 572 567 563 559

G' 65.4 66.5 67.4 68.1 68.7 69.1 69.5 69.818" S 438 424 413 406 401 396 392 388

16 G' 60.3 60.9 61.2 61.5 61.6 61.7 61.8 61.80.0598" 24" S 353 338 328 321 315 310 306 303

G' 57.0 57.1 57.1 57.0 56.8 56.6 56.5 56.330" S 301 287 277 269 264 259 255 251

G' 54.6 54.4 54.1 53.7 53.3 53.0 52.6 52.336" S 267 253 242 235 229 225 221 217

G' 52.8 52.3 51.8 51.2 50.7 50.2 49.7 49.2

Hilti X-ENP-19-L15 S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24.5 / 8

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 613 600 589 581 574 569 564 535*

G' 19.5 20.4 21.2 21.9 22.5 23.1 23.5 23.912" S 360 346 336 328 321 316 311 307

G' 18.7 19.5 20.2 20.8 21.3 21.7 22.1 22.418" S 275 262 252 243 237 231 226 222

22 G' 18.3 19.0 19.6 20.1 20.5 20.8 21.1 21.40.0295" 24" S 233 220 209 201 194 189 184 180

G' 17.9 18.6 19.1 19.5 19.9 20.1 20.4 20.630" S 208 194 184 176 169 164 159 155

G' 17.7 18.3 18.7 19.1 19.4 19.6 19.8 20.036" S 191 177 167 159 152 147 142 138

G' 17.5 18.1 18.5 18.8 19.0 19.2 19.4 19.56" S 734 713 691 674 660 648 638 630

G' 27.5 28.7 29.6 30.5 31.2 31.8 32.3 32.812" S 427 412 400 391 384 377 372 367

G' 26.2 27.1 27.9 28.5 29.1 29.5 29.9 30.218" S 324 309 298 289 281 275 269 265

20 G' 25.4 26.2 26.8 27.3 27.7 28.0 28.3 28.50.0358" 24" S 273 258 247 237 230 224 218 214

G' 24.8 25.5 26.0 26.4 26.7 26.9 27.1 27.230" S 242 227 216 207 199 193 187 183

G' 24.4 25.0 25.4 25.7 25.9 26.1 26.2 26.336" S 222 207 195 186 179 172 167 162

G' 24.1 24.6 24.9 25.2 25.3 25.4 25.5 25.56" S 969 932 904 881 863 848 835 823

G' 46.3 47.9 49.1 50.2 51.0 51.8 52.5 53.012" S 566 544 529 517 507 499 492 486

G' 43.2 44.2 45.1 45.7 46.3 46.7 47.1 47.418" S 430 408 393 381 371 363 356 350

18 G' 41.2 42.0 42.5 42.9 43.2 43.5 43.7 43.80.0474" 24" S 362 341 325 313 303 295 288 282

G' 39.9 40.5 40.8 41.0 41.1 41.2 41.2 41.230" S 321 300 285 273 263 254 247 241

G' 39.0 39.4 39.5 39.6 39.6 39.5 39.4 39.336" S 294 273 258 245 236 227 220 214

G' 38.3 38.5 38.6 38.5 38.4 38.2 38.1 37.96" S 1206 1161 1126 1097 1074 1055 1039 1025

G' 74.6 76.7 78.4 79.7 80.9 81.9 82.7 83.412" S 714 687 666 651 638 628 619 612

G' 67.5 68.6 69.5 70.1 70.6 71.0 71.3 71.618" S 543 516 495 480 467 457 448 441

16 G' 63.4 63.9 64.2 64.4 64.5 64.5 64.4 64.40.0598" 24" S 457 430 409 394 382 371 362 355

G' 60.7 60.8 60.8 60.6 60.4 60.1 59.8 59.530" S 406 379 358 343 330 320 311 304

G' 58.8 58.6 58.3 57.9 57.4 57.0 56.5 56.036" S 371 344 324 308 296 286 277 269

G' 57.4 57.0 56.5 55.9 55.2 54.6 54.0 53.4

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 2.50 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .65 for LRFD and SF = 2.50 for ASD for fasteners.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for fasteners.Other: Phi = .65 for LRFD and SF = 2.50 for ASD for fasteners.

Calculations are based on a ''SINGLE SPAN CONDITION''.Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

TABLE 70

Versa-Dek® LS AcousticalAllowable Diaphragm Shear

SUPPORT CONNECTION:

ESR-1169 | Most Widely Accepted and Trusted Page 78 of 94

Page 79: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Welds G' = Stiffness Factor (kips/in.)24.5 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 804 787 774 763 755 728* 620* 535*

G' 20.1 21.2 22.1 22.9 23.5 24.1 24.7 25.112" S 757 739 725 713 703 695 620* 535*

G' 19.6 20.6 21.4 22.2 22.8 23.3 23.8 24.218" S 555 541 530 522 515 509 504 500

22 G' 19.2 20.1 20.9 21.6 22.2 22.7 23.1 23.50.0295" 24" S 443 430 419 411 404 398 393 389

G' 18.9 19.8 20.5 21.1 21.6 22.1 22.5 22.830" S 377 363 352 344 337 331 326 322

G' 18.6 19.5 20.1 20.7 21.2 21.6 22.0 22.336" S 332 318 308 299 292 287 282 278

G' 18.4 19.2 19.8 20.4 20.8 21.2 21.5 21.86" S 880 862 847 835 826 818 811 714*

G' 28.8 30.1 31.2 32.2 33.0 33.7 34.3 34.912" S 880 861 846 834 824 815 808 714*

G' 27.9 29.1 30.1 31.0 31.7 32.4 32.9 33.418" S 678 661 648 638 630 623 617 612

20 G' 27.3 28.4 29.3 30.1 30.7 31.3 31.8 32.20.0358" 24" S 541 525 512 502 493 486 480 475

G' 26.8 27.9 28.7 29.4 29.9 30.4 30.9 31.230" S 460 443 430 420 412 405 399 394

G' 26.5 27.4 28.2 28.8 29.3 29.7 30.1 30.436" S 405 389 376 365 357 350 344 339

G' 26.2 27.0 27.7 28.3 28.7 29.1 29.5 29.76" S 1186 1161 1141 1125 1113 1102 1093 1085

G' 49.5 51.4 52.9 54.3 55.4 56.4 57.3 58.012" S 1185 1160 1140 1124 1110 1098 1088 1079

G' 47.3 49.0 50.3 51.4 52.4 53.2 53.9 54.518" S 915 891 873 859 848 839 831 824

18 G' 45.8 47.2 48.4 49.3 50.1 50.7 51.3 51.80.0474" 24" S 732 707 690 676 665 655 647 640

G' 44.7 45.9 46.8 47.6 48.3 48.8 49.2 49.630" S 622 597 579 566 554 545 537 530

G' 43.8 44.8 45.6 46.3 46.8 47.2 47.6 47.936" S 548 523 506 492 481 471 463 457

G' 43.0 44.0 44.7 45.2 45.6 45.9 46.2 46.46" S 1523 1491 1466 1446 1429 1416 1404 1394

G' 82.1 85.0 87.3 89.3 91.0 92.5 93.7 94.912" S 1523 1491 1465 1444 1426 1411 1398 1387

G' 77.0 79.3 81.1 82.6 83.9 85.0 85.9 86.718" S 1179 1147 1122 1104 1090 1078 1067 1058

16 G' 73.4 75.2 76.6 77.8 78.7 79.5 80.1 80.70.0598" 24" S 943 911 886 868 854 842 831 823

G' 70.8 72.2 73.3 74.1 74.8 75.3 75.7 76.130" S 802 769 744 727 712 700 690 681

G' 68.8 69.9 70.7 71.3 71.7 72.0 72.2 72.436" S 707 675 650 632 618 606 595 587

G' 67.2 68.1 68.6 69.0 69.2 69.3 69.4 69.5

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Welds G' = Stiffness Factor (kips/in.)24.5 / 8

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 954 918 890 868 850 728* 620* 535*

G' 20.1 21.2 22.1 22.9 23.6 24.2 24.7 25.212" S 860 836 817 802 790 728* 620* 535*

G' 19.7 20.7 21.5 22.2 22.8 23.4 23.9 24.318" S 637 613 595 580 568 557 549 535*

22 G' 19.3 20.2 21.0 21.7 22.3 22.8 23.2 23.60.0295" 24" S 526 502 483 469 456 446 438 430

G' 19.0 19.9 20.6 21.3 21.8 22.2 22.6 23.030" S 459 435 417 402 390 379 371 363

G' 18.8 19.7 20.3 20.9 21.4 21.8 22.2 22.536" S 415 391 372 357 345 335 326 319

G' 18.7 19.4 20.1 20.6 21.1 21.4 21.8 22.16" S 1044 1005 975 950 930 914 828* 714*

G' 28.8 30.1 31.3 32.2 33.0 33.7 34.4 34.912" S 1041 1005 975 950 930 914 828* 714*

G' 28.1 29.3 30.3 31.2 31.9 32.5 33.1 33.618" S 768 740 719 701 687 675 666 657

20 G' 27.6 28.7 29.6 30.4 31.0 31.6 32.1 32.50.0358" 24" S 632 604 582 565 551 539 529 521

G' 27.2 28.2 29.1 29.8 30.3 30.8 31.3 31.630" S 550 522 501 483 469 457 447 439

G' 26.9 27.9 28.7 29.3 29.8 30.2 30.6 30.936" S 496 468 446 429 415 403 393 384

G' 26.7 27.6 28.3 28.9 29.4 29.8 30.1 30.46" S 1407 1354 1313 1280 1253 1231 1212 1085*

G' 49.6 51.5 53.1 54.4 55.6 56.5 57.4 58.212" S 1405 1354 1313 1280 1253 1231 1212 1085*

G' 47.7 49.4 50.7 51.8 52.8 53.6 54.3 54.918" S 1037 997 968 945 926 910 896 885

18 G' 46.5 47.9 49.0 50.0 50.7 51.4 51.9 52.40.0474" 24" S 854 814 785 761 742 726 713 701

G' 45.5 46.8 47.8 48.5 49.2 49.7 50.1 50.530" S 744 703 674 651 632 616 603 591

G' 44.8 45.9 46.8 47.4 48.0 48.4 48.7 49.036" S 670 630 601 578 559 543 529 518

G' 44.3 45.3 46.0 46.6 47.0 47.3 47.5 47.76" S 1807 1739 1687 1645 1610 1581 1557 1534*

G' 82.4 85.3 87.7 89.6 91.3 92.8 94.0 95.212" S 1807 1739 1687 1645 1610 1581 1557 1534*

G' 77.9 80.2 82.0 83.5 84.8 85.8 86.7 87.518" S 1336 1284 1244 1214 1189 1169 1152 1137

16 G' 75.0 76.7 78.1 79.3 80.2 80.9 81.5 82.10.0598" 24" S 1100 1048 1008 978 953 933 916 901

G' 72.8 74.3 75.3 76.1 76.8 77.3 77.6 78.030" S 959 906 866 836 812 791 774 759

G' 71.2 72.4 73.2 73.7 74.1 74.4 74.6 74.836" S 864 812 772 742 717 697 680 665

G' 70.0 70.9 71.5 71.8 72.1 72.2 72.2 72.2

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Calculations are based on a ''SINGLE SPAN CONDITION''.Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

TABLE 71

Versa-Dek® LS AcousticalAllowable Diaphragm Shear

SUPPORT CONNECTION:

ESR-1169 | Most Widely Accepted and Trusted Page 79 of 94

Page 80: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24.5 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 467 461 457 454 451 448 446 445

G' 19.3 20.3 21.1 21.8 22.4 22.9 23.4 23.812" S 256 250 246 242 240 237 235 234

G' 18.4 19.2 19.9 20.5 21.0 21.4 21.8 22.118" S 185 180 175 172 169 167 165 163

22 G' 17.8 18.5 19.1 19.6 20.0 20.3 20.6 20.90.0295" 24" S 150 145 140 137 134 132 130 128

G' 17.3 18.0 18.4 18.8 19.2 19.4 19.7 19.930" S 129 123 119 116 113 111 109 107

G' 17.0 17.5 17.9 18.3 18.5 18.8 18.9 19.136" S 115 109 105 102 99 97 95 93

G' 16.7 17.2 17.5 17.8 18.0 18.2 18.4 18.56" S 565 558 553 549 546 543 541 539

G' 27.5 28.7 29.6 30.4 31.1 31.7 32.3 32.712" S 308 302 297 293 290 287 285 283

G' 26.2 27.1 27.8 28.5 29.0 29.5 29.8 30.218" S 223 217 212 207 204 201 199 197

20 G' 25.3 26.1 26.7 27.2 27.6 27.9 28.2 28.40.0358" 24" S 180 174 169 165 161 159 156 154

G' 24.7 25.4 25.9 26.3 26.5 26.8 27.0 27.130" S 155 148 143 139 136 133 131 129

G' 24.3 24.9 25.3 25.6 25.8 25.9 26.0 26.136" S 138 131 126 122 119 116 114 112

G' 24.0 24.5 24.8 25.0 25.2 25.3 25.3 25.46" S 750 739 732 727 723 719 716 713

G' 46.3 47.8 49.1 50.1 51.0 51.8 52.4 53.012" S 411 400 393 388 383 380 377 374

G' 43.0 44.1 44.9 45.6 46.2 46.6 47.0 47.318" S 298 287 280 275 270 267 264 261

18 G' 41.1 41.8 42.4 42.8 43.1 43.3 43.5 43.60.0474" 24" S 242 230 224 218 214 210 207 205

G' 39.7 40.3 40.6 40.8 40.9 41.0 41.0 41.030" S 208 196 190 184 180 176 173 171

G' 38.8 39.1 39.3 39.4 39.3 39.3 39.2 39.136" S 185 174 167 162 157 154 151 148

G' 38.1 38.3 38.3 38.2 38.1 38.0 37.8 37.66" S 950 935 924 918 912 907 903 900

G' 74.5 76.6 78.2 79.6 80.8 81.8 82.6 83.312" S 522 507 496 490 484 479 475 472

G' 67.2 68.4 69.2 69.9 70.4 70.8 71.1 71.418" S 380 365 354 347 341 337 333 329

16 G' 63.0 63.6 63.9 64.0 64.1 64.1 64.1 64.10.0598" 24" S 308 293 282 276 270 265 261 258

G' 60.3 60.4 60.3 60.2 59.9 59.7 59.4 59.130" S 266 251 240 233 227 223 219 215

G' 58.4 58.2 57.8 57.4 56.9 56.5 56.0 55.636" S 237 222 211 204 199 194 190 187

G' 56.9 56.5 55.9 55.3 54.7 54.1 53.5 52.9

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24.5 / 8

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 549 534 521 511 503 497 491 486

G' 19.4 20.4 21.2 21.9 22.5 23.0 23.5 23.912" S 338 322 310 300 292 286 280 275

G' 18.7 19.5 20.2 20.7 21.2 21.6 22.0 22.318" S 268 252 240 230 222 215 209 205

22 G' 18.1 18.9 19.4 19.9 20.3 20.7 21.0 21.20.0295" 24" S 233 217 205 195 187 180 174 169

G' 17.8 18.4 18.9 19.3 19.7 20.0 20.2 20.430" S 212 196 183 174 166 159 153 148

G' 17.5 18.1 18.6 18.9 19.2 19.4 19.6 19.736" S 198 182 169 160 151 145 139 134

G' 17.3 17.9 18.3 18.6 18.8 19.0 19.1 19.26" S 655 637 624 612 603 596 590 584

G' 27.7 28.9 29.9 30.7 31.4 32.0 32.5 33.012" S 399 381 367 356 347 340 333 328

G' 26.7 27.6 28.4 29.0 29.6 30.0 30.4 30.718" S 314 296 282 271 262 254 248 242

20 G' 26.1 26.9 27.5 28.0 28.5 28.8 29.1 29.30.0358" 24" S 271 253 239 228 219 212 205 200

G' 25.7 26.4 26.9 27.4 27.7 27.9 28.1 28.330" S 245 227 214 203 193 186 180 174

G' 25.4 26.0 26.5 26.9 27.1 27.3 27.4 27.536" S 228 210 197 185 176 169 162 157

G' 25.2 25.8 26.2 26.5 26.7 26.8 26.9 26.96" S 872 846 827 813 800 790 782 774

G' 46.8 48.4 49.6 50.7 51.5 52.3 52.9 53.512" S 533 507 488 473 461 451 442 435

G' 44.3 45.4 46.2 46.9 47.4 47.9 48.2 48.518" S 420 394 375 360 348 338 329 322

18 G' 42.8 43.7 44.2 44.7 45.0 45.2 45.3 45.50.0474" 24" S 364 337 318 304 292 281 273 266

G' 41.9 42.5 42.9 43.2 43.3 43.4 43.4 43.330" S 330 303 285 270 258 247 239 232

G' 41.3 41.7 42.0 42.1 42.1 42.0 41.9 41.836" S 307 280 262 247 235 225 216 209

G' 40.8 41.1 41.3 41.3 41.2 41.1 40.9 40.76" S 1107 1073 1046 1027 1012 999 988 978

G' 75.8 77.9 79.5 80.9 82.0 82.9 83.7 84.412" S 679 645 618 599 584 571 560 550

G' 70.0 71.1 72.0 72.6 73.0 73.4 73.6 73.818" S 536 502 476 457 441 428 417 408

16 G' 66.8 67.4 67.7 67.9 67.9 67.8 67.7 67.60.0598" 24" S 465 431 404 385 370 357 346 336

G' 64.8 65.0 65.0 64.8 64.6 64.2 63.9 63.530" S 422 388 361 342 327 314 303 294

G' 63.4 63.4 63.1 62.7 62.2 61.7 61.2 60.636" S 394 359 333 314 298 285 275 265

G' 62.4 62.2 61.7 61.1 60.5 59.8 59.1 58.5

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Calculations are based on a ''SINGLE SPAN CONDITION''.Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

TABLE 72

Versa-Dek® LS AcousticalAllowable Diaphragm Shear

SUPPORT CONNECTION:

ESR-1169 | Most Widely Accepted and Trusted Page 80 of 94

Page 81: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

Hilti X-ENP-19-L15 S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 549 538 529 521 515 510 505 502

G' 18.7 19.6 20.4 21.1 21.8 22.3 22.8 23.212" S 306 299 294 290 287 284 282 280

G' 17.8 18.7 19.3 19.9 20.4 20.9 21.2 21.618" S 222 215 210 206 203 200 197 195

22 G' 17.3 18.0 18.6 19.1 19.5 19.8 20.1 20.40.0295" 24" S 179 173 168 164 160 158 155 153

G' 16.9 17.5 18.0 18.4 18.7 19.0 19.3 19.530" S 154 147 142 138 135 132 130 128

G' 16.6 17.1 17.5 17.9 18.2 18.4 18.6 18.836" S 137 131 126 121 118 115 113 111

G' 16.3 16.8 17.2 17.5 17.7 17.9 18.1 18.26" S 624 611 601 593 586 580 575 571

G' 26.4 27.6 28.6 29.4 30.1 30.7 31.3 31.812" S 369 361 355 351 347 344 341 339

G' 24.9 25.9 26.6 27.3 27.8 28.3 28.7 29.018" S 267 259 253 248 244 241 238 236

20 G' 23.9 24.7 25.3 25.8 26.2 26.6 26.9 27.10.0358" 24" S 215 208 202 197 193 190 187 185

G' 23.2 23.9 24.3 24.7 25.0 25.3 25.5 25.730" S 185 177 171 166 162 159 156 154

G' 22.7 23.2 23.6 23.9 24.1 24.3 24.4 24.536" S 164 156 151 146 142 139 136 134

G' 22.3 22.7 23.0 23.2 23.4 23.5 23.6 23.66" S 816 799 786 775 766 759 753 747

G' 44.4 46.0 47.3 48.3 49.3 50.0 50.7 51.312" S 490 478 470 464 459 455 451 448

G' 40.9 41.9 42.8 43.5 44.1 44.6 45.0 45.418" S 354 342 335 328 323 319 315 312

18 G' 38.6 39.3 39.9 40.3 40.7 41.0 41.2 41.40.0474" 24" S 287 275 267 260 255 251 247 244

G' 37.0 37.5 37.8 38.1 38.2 38.4 38.4 38.530" S 246 234 226 220 215 210 207 204

G' 35.8 36.1 36.3 36.4 36.4 36.4 36.4 36.336" S 219 207 199 193 188 183 180 177

G' 34.9 35.1 35.1 35.1 35.0 34.9 34.7 34.66" S 1017 995 978 965 954 945 937 930

G' 71.2 73.3 75.1 76.5 77.7 78.7 79.6 80.412" S 620 605 593 585 579 573 569 565

G' 63.3 64.5 65.4 66.2 66.7 67.2 67.6 68.018" S 449 433 422 414 407 402 397 394

16 G' 58.5 59.1 59.5 59.8 59.9 60.1 60.1 60.20.0598" 24" S 363 348 336 328 322 316 312 308

G' 55.3 55.4 55.5 55.4 55.3 55.2 55.0 54.930" S 312 296 285 277 270 265 261 257

G' 53.0 52.8 52.6 52.3 51.9 51.6 51.3 51.036" S 278 262 251 243 236 231 226 222

G' 51.2 50.8 50.4 49.9 49.4 48.9 48.5 48.0

Hilti X-ENP-19-L15 S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24 / 8

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 615 602 591 583 576 570 565 542*

G' 18.8 19.7 20.5 21.2 21.8 22.4 22.9 23.312" S 362 348 338 329 323 317 312 308

G' 18.1 18.9 19.6 20.2 20.7 21.1 21.5 21.818" S 277 264 253 245 238 232 228 223

22 G' 17.6 18.4 19.0 19.4 19.9 20.2 20.5 20.80.0295" 24" S 235 222 211 203 196 190 185 181

G' 17.3 18.0 18.5 18.9 19.3 19.6 19.8 20.030" S 210 196 186 177 171 165 160 156

G' 17.1 17.7 18.2 18.5 18.8 19.1 19.3 19.436" S 193 179 169 161 154 148 143 139

G' 16.9 17.5 17.9 18.2 18.5 18.7 18.8 19.06" S 737 713 691 674 660 648 638 630

G' 26.6 27.8 28.7 29.6 30.3 30.9 31.4 31.912" S 429 414 402 393 385 379 373 369

G' 25.3 26.3 27.1 27.7 28.2 28.7 29.1 29.418" S 327 312 300 290 283 276 271 266

20 G' 24.6 25.3 26.0 26.5 26.9 27.2 27.5 27.80.0358" 24" S 276 260 249 239 231 225 220 215

G' 24.0 24.7 25.2 25.6 25.9 26.2 26.4 26.530" S 245 230 218 208 201 194 189 184

G' 23.6 24.2 24.6 25.0 25.2 25.4 25.5 25.636" S 224 209 197 188 180 174 168 164

G' 23.3 23.8 24.2 24.5 24.6 24.7 24.8 24.96" S 969 932 904 881 863 848 835 823

G' 44.8 46.4 47.7 48.7 49.6 50.4 51.1 51.712" S 569 547 532 519 509 501 493 487

G' 41.8 42.9 43.8 44.5 45.0 45.5 45.9 46.218" S 433 411 396 383 373 365 358 352

18 G' 40.0 40.7 41.3 41.8 42.1 42.3 42.5 42.70.0474" 24" S 365 343 328 316 305 297 290 284

G' 38.7 39.3 39.7 39.9 40.1 40.1 40.2 40.230" S 325 303 287 275 265 256 249 243

G' 37.8 38.2 38.4 38.5 38.6 38.5 38.5 38.436" S 297 276 260 248 238 229 222 216

G' 37.2 37.4 37.5 37.5 37.4 37.3 37.1 36.96" S 1206 1161 1126 1097 1074 1055 1039 1025

G' 72.1 74.2 75.9 77.3 78.5 79.5 80.4 81.112" S 718 690 669 654 641 630 621 614

G' 65.3 66.5 67.4 68.1 68.6 69.0 69.4 69.718" S 547 519 498 482 470 459 450 443

16 G' 61.4 62.0 62.4 62.6 62.7 62.7 62.7 62.70.0598" 24" S 461 433 412 397 384 374 365 357

G' 58.8 59.0 59.0 58.9 58.7 58.5 58.3 58.030" S 410 382 361 345 333 322 313 306

G' 57.0 56.9 56.7 56.3 55.9 55.5 55.0 54.636" S 375 348 327 311 299 288 279 271

G' 55.7 55.4 54.9 54.3 53.8 53.2 52.6 52.1

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 2.50 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .65 for LRFD and SF = 2.50 for ASD for fasteners.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for fasteners.Other: Phi = .65 for LRFD and SF = 2.50 for ASD for fasteners.

Calculations are based on a ''SINGLE SPAN CONDITION''.Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

TABLE 73

Versa-Dek® S ES AcousticalAllowable Diaphragm Shear

SUPPORT CONNECTION:

ESR-1169 | Most Widely Accepted and Trusted Page 81 of 94

Page 82: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Welds G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 804 787 774 763 755 737* 628* 542*

G' 19.4 20.4 21.3 22.1 22.8 23.4 24.0 24.412" S 767 748 733 721 710 702 628* 542*

G' 18.9 19.9 20.7 21.5 22.1 22.6 23.1 23.618" S 563 548 537 528 520 514 509 504

22 G' 18.5 19.5 20.2 20.9 21.5 22.0 22.4 22.80.0295" 24" S 452 437 426 417 409 403 398 393

G' 18.2 19.1 19.8 20.5 21.0 21.4 21.9 22.230" S 385 370 359 350 342 336 331 326

G' 18.0 18.8 19.5 20.1 20.6 21.0 21.4 21.736" S 341 326 314 305 298 292 286 282

G' 17.8 18.6 19.2 19.7 20.2 20.6 20.9 21.26" S 880 862 847 835 826 818 811 723*

G' 27.8 29.1 30.2 31.2 32.0 32.7 33.4 34.012" S 880 862 847 835 826 818 811 723*

G' 27.0 28.2 29.2 30.1 30.8 31.5 32.0 32.518" S 687 669 655 644 636 628 622 616

20 G' 26.4 27.5 28.4 29.2 29.9 30.4 30.9 31.40.0358" 24" S 551 533 519 508 499 492 485 480

G' 25.9 27.0 27.8 28.5 29.1 29.6 30.0 30.430" S 469 451 437 426 417 410 404 398

G' 25.6 26.5 27.3 27.9 28.5 28.9 29.3 29.636" S 414 397 383 372 363 355 349 344

G' 25.3 26.2 26.9 27.5 27.9 28.3 28.7 29.06" S 1186 1161 1141 1125 1113 1102 1093 1085

G' 47.8 49.7 51.3 52.7 53.8 54.8 55.7 56.512" S 1186 1161 1141 1125 1113 1102 1093 1085

G' 45.8 47.5 48.8 49.9 50.9 51.7 52.5 53.118" S 928 901 883 868 856 846 837 830

18 G' 44.3 45.8 46.9 47.9 48.7 49.4 49.9 50.50.0474" 24" S 744 718 699 684 672 662 654 646

G' 43.2 44.5 45.5 46.3 46.9 47.5 48.0 48.430" S 634 608 589 574 562 552 544 536

G' 42.4 43.5 44.3 45.0 45.5 46.0 46.3 46.636" S 561 534 516 501 489 479 470 463

G' 41.7 42.6 43.4 43.9 44.4 44.7 45.0 45.26" S 1523 1491 1466 1446 1429 1416 1404 1394

G' 79.3 82.1 84.5 86.5 88.2 89.7 91.0 92.112" S 1523 1491 1466 1446 1429 1416 1404 1394

G' 74.4 76.7 78.6 80.1 81.4 82.5 83.5 84.318" S 1195 1161 1134 1115 1100 1087 1076 1066

16 G' 71.0 72.8 74.3 75.4 76.4 77.2 77.9 78.50.0598" 24" S 959 925 898 879 864 851 840 830

G' 68.5 70.0 71.1 71.9 72.6 73.2 73.6 74.030" S 818 783 757 738 722 709 698 689

G' 66.6 67.8 68.6 69.2 69.7 70.0 70.3 70.536" S 723 689 662 643 628 615 604 595

G' 65.1 66.0 66.6 67.0 67.3 67.4 67.5 67.6

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Welds G' = Stiffness Factor (kips/in.)24 / 8

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 954 918 890 868 850 737* 628* 542*

G' 19.4 20.5 21.4 22.1 22.8 23.4 24.0 24.512" S 863 839 820 805 792 737* 628* 542*

G' 19.0 19.9 20.8 21.5 22.1 22.7 23.2 23.618" S 641 616 597 582 570 559 551 542*

22 G' 18.6 19.6 20.3 21.0 21.6 22.1 22.5 22.90.0295" 24" S 529 505 486 471 458 448 439 432

G' 18.4 19.2 20.0 20.6 21.1 21.6 22.0 22.430" S 463 438 419 404 392 381 373 365

G' 18.2 19.0 19.7 20.3 20.8 21.2 21.6 21.936" S 418 394 375 360 347 337 328 321

G' 18.0 18.8 19.4 20.0 20.4 20.8 21.2 21.56" S 1044 1005 975 950 930 914 839* 723*

G' 27.8 29.2 30.3 31.2 32.1 32.8 33.4 34.012" S 1044 1005 975 950 930 914 839* 723*

G' 27.1 28.4 29.4 30.2 31.0 31.6 32.2 32.718" S 772 743 721 704 689 678 667 659

20 G' 26.7 27.8 28.7 29.5 30.1 30.7 31.2 31.60.0358" 24" S 635 607 585 568 553 541 531 522

G' 26.3 27.3 28.2 28.9 29.5 30.0 30.4 30.830" S 554 525 503 486 471 459 449 441

G' 26.0 27.0 27.8 28.4 29.0 29.4 29.8 30.136" S 499 471 449 431 417 405 395 386

G' 25.8 26.7 27.5 28.1 28.5 29.0 29.3 29.66" S 1407 1354 1313 1280 1253 1231 1212 1099*

G' 48.0 49.9 51.5 52.8 54.0 55.0 55.8 56.612" S 1407 1354 1313 1280 1253 1231 1212 1099*

G' 46.2 47.8 49.2 50.3 51.3 52.1 52.8 53.418" S 1042 1001 972 948 929 913 899 887

18 G' 45.0 46.4 47.6 48.5 49.3 50.0 50.6 51.10.0474" 24" S 859 818 788 764 745 729 715 704

G' 44.1 45.4 46.4 47.2 47.8 48.4 48.8 49.230" S 748 708 678 654 635 619 605 593

G' 43.4 44.5 45.4 46.1 46.6 47.1 47.4 47.736" S 675 634 605 581 561 545 532 520

G' 42.9 43.9 44.7 45.2 45.7 46.0 46.3 46.56" S 1807 1739 1687 1645 1610 1581 1557 1536

G' 79.6 82.5 84.8 86.8 88.5 90.0 91.3 92.412" S 1807 1739 1687 1645 1610 1581 1557 1536

G' 75.3 77.6 79.4 81.0 82.2 83.3 84.3 85.118" S 1342 1289 1249 1218 1193 1172 1155 1140

16 G' 72.5 74.3 75.7 76.9 77.8 78.6 79.2 79.80.0598" 24" S 1106 1053 1013 982 957 937 919 904

G' 70.4 71.9 73.0 73.9 74.5 75.1 75.5 75.830" S 965 912 871 841 816 795 777 762

G' 68.9 70.1 71.0 71.6 72.0 72.3 72.6 72.736" S 870 817 777 746 721 701 683 668

G' 67.7 68.7 69.3 69.8 70.0 70.2 70.2 70.3

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Calculations are based on a ''SINGLE SPAN CONDITION''.Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

TABLE 74

Versa-Dek® S ES AcousticalAllowable Diaphragm Shear

SUPPORT CONNECTION:

ESR-1169 | Most Widely Accepted and Trusted Page 82 of 94

Page 83: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 475 469 463 459 456 453 451 449

G' 18.7 19.6 20.4 21.1 21.7 22.3 22.7 23.212" S 264 257 252 248 245 242 240 238

G' 17.8 18.6 19.3 19.9 20.4 20.8 21.2 21.518" S 194 187 182 178 175 172 169 167

22 G' 17.2 17.9 18.5 19.0 19.4 19.7 20.0 20.30.0295" 24" S 158 152 147 143 139 137 134 132

G' 16.8 17.4 17.9 18.3 18.6 18.9 19.1 19.430" S 137 131 126 122 118 115 113 111

G' 16.4 17.0 17.4 17.7 18.0 18.2 18.4 18.636" S 123 117 112 108 104 101 99 97

G' 16.2 16.6 17.0 17.3 17.5 17.7 17.9 18.06" S 574 566 560 556 552 548 546 543

G' 26.6 27.7 28.7 29.5 30.2 30.9 31.4 31.912" S 318 310 304 299 295 292 289 287

G' 25.3 26.2 27.0 27.7 28.2 28.7 29.1 29.418" S 232 225 219 214 210 207 204 202

20 G' 24.5 25.3 25.9 26.4 26.8 27.2 27.4 27.70.0358" 24" S 189 182 176 171 167 164 161 159

G' 23.9 24.6 25.1 25.5 25.8 26.1 26.3 26.430" S 164 156 150 146 142 138 136 133

G' 23.5 24.1 24.5 24.8 25.1 25.2 25.4 25.536" S 147 139 133 129 125 121 119 116

G' 23.2 23.7 24.1 24.3 24.5 24.6 24.7 24.76" S 763 750 742 736 731 726 723 720

G' 44.8 46.3 47.6 48.7 49.6 50.4 51.0 51.612" S 424 411 403 397 391 387 383 380

G' 41.7 42.8 43.6 44.3 44.9 45.4 45.8 46.118" S 311 298 290 283 278 274 270 267

18 G' 39.8 40.6 41.2 41.6 41.9 42.2 42.4 42.50.0474" 24" S 254 241 233 227 222 217 214 211

G' 38.5 39.1 39.4 39.7 39.8 39.9 40.0 40.030" S 220 207 199 193 188 184 180 177

G' 37.6 38.0 38.2 38.3 38.3 38.3 38.2 38.136" S 197 185 177 170 165 161 157 154

G' 36.9 37.2 37.3 37.2 37.1 37.0 36.8 36.76" S 966 949 937 929 922 917 912 908

G' 72.0 74.1 75.8 77.2 78.4 79.4 80.3 81.012" S 538 521 509 501 494 489 484 480

G' 65.1 66.3 67.2 67.9 68.4 68.8 69.2 69.518" S 396 379 366 358 351 346 341 337

16 G' 61.1 61.7 62.0 62.2 62.4 62.4 62.4 62.40.0598" 24" S 324 307 295 287 280 275 270 266

G' 58.4 58.6 58.6 58.5 58.3 58.1 57.9 57.630" S 281 265 252 244 237 232 227 223

G' 56.6 56.5 56.2 55.8 55.4 55.0 54.6 54.236" S 253 236 223 215 209 203 199 195

G' 55.2 54.9 54.4 53.8 53.3 52.7 52.1 51.6

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24 / 8

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 553 536 524 514 505 498 493 488

G' 18.7 19.7 20.5 21.2 21.8 22.4 22.8 23.212" S 341 325 313 303 294 287 282 277

G' 18.0 18.8 19.5 20.1 20.6 21.0 21.4 21.718" S 271 255 242 232 224 217 211 206

22 G' 17.5 18.2 18.8 19.3 19.7 20.1 20.4 20.70.0295" 24" S 236 220 207 197 189 182 176 171

G' 17.2 17.8 18.3 18.8 19.1 19.4 19.6 19.930" S 215 199 186 176 168 161 155 150

G' 16.9 17.5 18.0 18.3 18.6 18.9 19.1 19.236" S 201 184 172 162 153 147 141 136

G' 16.7 17.3 17.7 18.0 18.3 18.4 18.6 18.76" S 659 640 626 615 606 598 591 586

G' 26.8 28.0 28.9 29.8 30.5 31.1 31.6 32.112" S 402 384 370 359 349 342 335 330

G' 25.8 26.8 27.6 28.2 28.7 29.2 29.6 29.918" S 317 299 285 273 264 256 250 244

20 G' 25.2 26.1 26.7 27.2 27.7 28.0 28.3 28.50.0358" 24" S 274 256 242 231 221 214 207 201

G' 24.8 25.6 26.1 26.6 26.9 27.2 27.4 27.630" S 249 230 216 205 196 188 181 176

G' 24.6 25.2 25.7 26.1 26.4 26.6 26.7 26.836" S 232 213 199 188 179 171 164 159

G' 24.4 25.0 25.4 25.7 26.0 26.1 26.2 26.36" S 877 850 831 816 803 793 784 777

G' 45.3 46.9 48.2 49.2 50.1 50.9 51.5 52.112" S 538 511 492 477 464 454 445 437

G' 42.9 44.0 44.9 45.6 46.1 46.6 47.0 47.318" S 425 398 379 363 351 341 332 324

18 G' 41.5 42.3 43.0 43.4 43.7 44.0 44.2 44.30.0474" 24" S 368 341 322 307 294 284 275 268

G' 40.6 41.3 41.7 42.0 42.1 42.2 42.3 42.330" S 334 307 288 273 261 250 241 234

G' 40.0 40.5 40.8 40.9 41.0 41.0 40.9 40.836" S 312 285 266 250 238 228 219 211

G' 39.5 39.9 40.1 40.2 40.1 40.0 39.8 39.76" S 1113 1078 1051 1031 1016 1002 991 981

G' 73.3 75.4 77.1 78.4 79.6 80.5 81.4 82.112" S 685 650 623 603 588 574 563 553

G' 67.7 68.9 69.8 70.5 71.0 71.3 71.6 71.918" S 542 507 480 461 445 432 420 411

16 G' 64.7 65.3 65.7 65.9 66.0 66.0 65.9 65.80.0598" 24" S 471 436 409 389 374 360 349 339

G' 62.8 63.1 63.1 63.0 62.8 62.5 62.2 61.930" S 428 393 366 347 331 318 306 297

G' 61.4 61.5 61.3 60.9 60.5 60.0 59.6 59.136" S 400 364 338 318 302 289 278 268

G' 60.5 60.3 59.9 59.4 58.8 58.2 57.6 57.0

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Calculations are based on a ''SINGLE SPAN CONDITION''.Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

TABLE 75

Versa-Dek® S ES AcousticalAllowable Diaphragm Shear

SUPPORT CONNECTION:

ESR-1169 | Most Widely Accepted and Trusted Page 83 of 94

Page 84: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

Hilti X-ENP-19-L15 S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 549 538 529 521 515 510 505 502

G' 18.7 19.6 20.4 21.1 21.8 22.3 22.8 23.212" S 306 299 294 290 287 284 282 280

G' 17.8 18.7 19.3 19.9 20.4 20.9 21.2 21.618" S 222 215 210 206 203 200 197 195

22 G' 17.3 18.0 18.6 19.1 19.5 19.8 20.1 20.40.0295" 24" S 179 173 168 164 160 158 155 153

G' 16.9 17.5 18.0 18.4 18.7 19.0 19.3 19.530" S 154 147 142 138 135 132 130 128

G' 16.6 17.1 17.5 17.9 18.2 18.4 18.6 18.836" S 137 131 126 121 118 115 113 111

G' 16.3 16.8 17.2 17.5 17.7 17.9 18.1 18.26" S 624 611 601 593 586 580 575 571

G' 26.4 27.6 28.6 29.4 30.1 30.7 31.3 31.812" S 369 361 355 351 347 344 341 339

G' 24.9 25.9 26.6 27.3 27.8 28.3 28.7 29.018" S 267 259 253 248 244 241 238 236

20 G' 23.9 24.7 25.3 25.8 26.2 26.6 26.9 27.10.0358" 24" S 215 208 202 197 193 190 187 185

G' 23.2 23.9 24.3 24.7 25.0 25.3 25.5 25.730" S 185 177 171 166 162 159 156 154

G' 22.7 23.2 23.6 23.9 24.1 24.3 24.4 24.536" S 164 156 151 146 142 139 136 134

G' 22.3 22.7 23.0 23.2 23.4 23.5 23.6 23.66" S 816 799 786 775 766 759 753 747

G' 44.4 46.0 47.3 48.3 49.3 50.0 50.7 51.312" S 490 478 470 464 459 455 451 448

G' 40.9 41.9 42.8 43.5 44.1 44.6 45.0 45.418" S 354 342 335 328 323 319 315 312

18 G' 38.6 39.3 39.9 40.3 40.7 41.0 41.2 41.40.0474" 24" S 287 275 267 260 255 251 247 244

G' 37.0 37.5 37.8 38.1 38.2 38.4 38.4 38.530" S 246 234 226 220 215 210 207 204

G' 35.8 36.1 36.3 36.4 36.4 36.4 36.4 36.336" S 219 207 199 193 188 183 180 177

G' 34.9 35.1 35.1 35.1 35.0 34.9 34.7 34.66" S 1017 995 978 965 954 945 937 930

G' 71.2 73.3 75.1 76.5 77.7 78.7 79.6 80.412" S 620 605 593 585 579 573 569 565

G' 63.3 64.5 65.4 66.2 66.7 67.2 67.6 68.018" S 449 433 422 414 407 402 397 394

16 G' 58.5 59.1 59.5 59.8 59.9 60.1 60.1 60.20.0598" 24" S 363 348 336 328 322 316 312 308

G' 55.3 55.4 55.5 55.4 55.3 55.2 55.0 54.930" S 312 296 285 277 270 265 261 257

G' 53.0 52.8 52.6 52.3 51.9 51.6 51.3 51.036" S 278 262 251 243 236 231 226 222

G' 51.2 50.8 50.4 49.9 49.4 48.9 48.5 48.0

Hilti X-ENP-19-L15 S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24 / 8

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 615 602 591 583 576 570 565 536*

G' 18.8 19.7 20.5 21.2 21.8 22.4 22.9 23.312" S 362 348 338 329 323 317 312 308

G' 18.1 18.9 19.6 20.2 20.7 21.1 21.5 21.818" S 277 264 253 245 238 232 228 223

22 G' 17.6 18.4 19.0 19.4 19.9 20.2 20.5 20.80.0295" 24" S 235 222 211 203 196 190 185 181

G' 17.3 18.0 18.5 18.9 19.3 19.6 19.8 20.030" S 210 196 186 177 171 165 160 156

G' 17.1 17.7 18.2 18.5 18.8 19.1 19.3 19.436" S 193 179 169 161 154 148 143 139

G' 16.9 17.5 17.9 18.2 18.5 18.7 18.8 19.06" S 737 713 691 674 660 648 638 630

G' 26.6 27.8 28.7 29.6 30.3 30.9 31.4 31.912" S 429 414 402 393 385 379 373 369

G' 25.3 26.3 27.1 27.7 28.2 28.7 29.1 29.418" S 327 312 300 290 283 276 271 266

20 G' 24.6 25.3 26.0 26.5 26.9 27.2 27.5 27.80.0358" 24" S 276 260 249 239 231 225 220 215

G' 24.0 24.7 25.2 25.6 25.9 26.2 26.4 26.530" S 245 230 218 208 201 194 189 184

G' 23.6 24.2 24.6 25.0 25.2 25.4 25.5 25.636" S 224 209 197 188 180 174 168 164

G' 23.3 23.8 24.2 24.5 24.6 24.7 24.8 24.96" S 969 932 904 881 863 848 835 823

G' 44.8 46.4 47.7 48.7 49.6 50.4 51.1 51.712" S 569 547 532 519 509 501 493 487

G' 41.8 42.9 43.8 44.5 45.0 45.5 45.9 46.218" S 433 411 396 383 373 365 358 352

18 G' 40.0 40.7 41.3 41.8 42.1 42.3 42.5 42.70.0474" 24" S 365 343 328 316 305 297 290 284

G' 38.7 39.3 39.7 39.9 40.1 40.1 40.2 40.230" S 325 303 287 275 265 256 249 243

G' 37.8 38.2 38.4 38.5 38.6 38.5 38.5 38.436" S 297 276 260 248 238 229 222 216

G' 37.2 37.4 37.5 37.5 37.4 37.3 37.1 36.96" S 1206 1161 1126 1097 1074 1055 1039 1025

G' 72.1 74.2 75.9 77.3 78.5 79.5 80.4 81.112" S 718 690 669 654 641 630 621 614

G' 65.3 66.5 67.4 68.1 68.6 69.0 69.4 69.718" S 547 519 498 482 470 459 450 443

16 G' 61.4 62.0 62.4 62.6 62.7 62.7 62.7 62.70.0598" 24" S 461 433 412 397 384 374 365 357

G' 58.8 59.0 59.0 58.9 58.7 58.5 58.3 58.030" S 410 382 361 345 333 322 313 306

G' 57.0 56.9 56.7 56.3 55.9 55.5 55.0 54.636" S 375 348 327 311 299 288 279 271

G' 55.7 55.4 54.9 54.3 53.8 53.2 52.6 52.1

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 2.50 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .65 for LRFD and SF = 2.50 for ASD for fasteners.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for fasteners.Other: Phi = .65 for LRFD and SF = 2.50 for ASD for fasteners.

Calculations are based on a ''SINGLE SPAN CONDITION''.Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

TABLE 76

Versa-Dek® LS ES AcousticalAllowable Diaphragm Shear

SUPPORT CONNECTION:

ESR-1169 | Most Widely Accepted and Trusted Page 84 of 94

Page 85: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Welds G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 804 787 774 763 755 729* 621* 536*

G' 19.4 20.4 21.3 22.1 22.8 23.4 24.0 24.412" S 767 748 733 721 710 702 621* 536*

G' 18.9 19.9 20.7 21.5 22.1 22.6 23.1 23.618" S 563 548 537 528 520 514 509 504

22 G' 18.5 19.5 20.2 20.9 21.5 22.0 22.4 22.80.0295" 24" S 452 437 426 417 409 403 398 393

G' 18.2 19.1 19.8 20.5 21.0 21.4 21.9 22.230" S 385 370 359 350 342 336 331 326

G' 18.0 18.8 19.5 20.1 20.6 21.0 21.4 21.736" S 341 326 314 305 298 292 286 282

G' 17.8 18.6 19.2 19.7 20.2 20.6 20.9 21.26" S 880 862 847 835 826 818 811 715*

G' 27.8 29.1 30.2 31.2 32.0 32.7 33.4 34.012" S 880 862 847 835 826 818 811 715*

G' 27.0 28.2 29.2 30.1 30.8 31.5 32.0 32.518" S 687 669 655 644 636 628 622 616

20 G' 26.4 27.5 28.4 29.2 29.9 30.4 30.9 31.40.0358" 24" S 551 533 519 508 499 492 485 480

G' 25.9 27.0 27.8 28.5 29.1 29.6 30.0 30.430" S 469 451 437 426 417 410 404 398

G' 25.6 26.5 27.3 27.9 28.5 28.9 29.3 29.636" S 414 397 383 372 363 355 349 344

G' 25.3 26.2 26.9 27.5 27.9 28.3 28.7 29.06" S 1186 1161 1141 1125 1113 1102 1093 1085

G' 47.8 49.7 51.3 52.7 53.8 54.8 55.7 56.512" S 1186 1161 1141 1125 1113 1102 1093 1085

G' 45.8 47.5 48.8 49.9 50.9 51.7 52.5 53.118" S 928 901 883 868 856 846 837 830

18 G' 44.3 45.8 46.9 47.9 48.7 49.4 49.9 50.50.0474" 24" S 744 718 699 684 672 662 654 646

G' 43.2 44.5 45.5 46.3 46.9 47.5 48.0 48.430" S 634 608 589 574 562 552 544 536

G' 42.4 43.5 44.3 45.0 45.5 46.0 46.3 46.636" S 561 534 516 501 489 479 470 463

G' 41.7 42.6 43.4 43.9 44.4 44.7 45.0 45.26" S 1523 1491 1466 1446 1429 1416 1404 1394

G' 79.3 82.1 84.5 86.5 88.2 89.7 91.0 92.112" S 1523 1491 1466 1446 1429 1416 1404 1394

G' 74.4 76.7 78.6 80.1 81.4 82.5 83.5 84.318" S 1195 1161 1134 1115 1100 1087 1076 1066

16 G' 71.0 72.8 74.3 75.4 76.4 77.2 77.9 78.50.0598" 24" S 959 925 898 879 864 851 840 830

G' 68.5 70.0 71.1 71.9 72.6 73.2 73.6 74.030" S 818 783 757 738 722 709 698 689

G' 66.6 67.8 68.6 69.2 69.7 70.0 70.3 70.536" S 723 689 662 643 628 615 604 595

G' 65.1 66.0 66.6 67.0 67.3 67.4 67.5 67.6

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Welds G' = Stiffness Factor (kips/in.)24 / 8

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 954 918 890 868 850 729* 621* 536*

G' 19.4 20.5 21.4 22.1 22.8 23.4 24.0 24.512" S 863 839 820 805 792 729* 621* 536*

G' 19.0 19.9 20.8 21.5 22.1 22.7 23.2 23.618" S 641 616 597 582 570 559 551 536*

22 G' 18.6 19.6 20.3 21.0 21.6 22.1 22.5 22.90.0295" 24" S 529 505 486 471 458 448 439 432

G' 18.4 19.2 20.0 20.6 21.1 21.6 22.0 22.430" S 463 438 419 404 392 381 373 365

G' 18.2 19.0 19.7 20.3 20.8 21.2 21.6 21.936" S 418 394 375 360 347 337 328 321

G' 18.0 18.8 19.4 20.0 20.4 20.8 21.2 21.56" S 1044 1005 975 950 930 914 829* 715*

G' 27.8 29.2 30.3 31.2 32.1 32.8 33.4 34.012" S 1044 1005 975 950 930 914 829* 715*

G' 27.1 28.4 29.4 30.2 31.0 31.6 32.2 32.718" S 772 743 721 704 689 678 667 659

20 G' 26.7 27.8 28.7 29.5 30.1 30.7 31.2 31.60.0358" 24" S 635 607 585 568 553 541 531 522

G' 26.3 27.3 28.2 28.9 29.5 30.0 30.4 30.830" S 554 525 503 486 471 459 449 441

G' 26.0 27.0 27.8 28.4 29.0 29.4 29.8 30.136" S 499 471 449 431 417 405 395 386

G' 25.8 26.7 27.5 28.1 28.5 29.0 29.3 29.66" S 1407 1354 1313 1280 1253 1231 1212 1087*

G' 48.0 49.9 51.5 52.8 54.0 55.0 55.8 56.612" S 1407 1354 1313 1280 1253 1231 1212 1087*

G' 46.2 47.8 49.2 50.3 51.3 52.1 52.8 53.418" S 1042 1001 972 948 929 913 899 887

18 G' 45.0 46.4 47.6 48.5 49.3 50.0 50.6 51.10.0474" 24" S 859 818 788 764 745 729 715 704

G' 44.1 45.4 46.4 47.2 47.8 48.4 48.8 49.230" S 748 708 678 654 635 619 605 593

G' 43.4 44.5 45.4 46.1 46.6 47.1 47.4 47.736" S 675 634 605 581 561 545 532 520

G' 42.9 43.9 44.7 45.2 45.7 46.0 46.3 46.56" S 1807 1739 1687 1645 1610 1581 1557 1536*

G' 79.6 82.5 84.8 86.8 88.5 90.0 91.3 92.412" S 1807 1739 1687 1645 1610 1581 1557 1536*

G' 75.3 77.6 79.4 81.0 82.2 83.3 84.3 85.118" S 1342 1289 1249 1218 1193 1172 1155 1140

16 G' 72.5 74.3 75.7 76.9 77.8 78.6 79.2 79.80.0598" 24" S 1106 1053 1013 982 957 937 919 904

G' 70.4 71.9 73.0 73.9 74.5 75.1 75.5 75.830" S 965 912 871 841 816 795 777 762

G' 68.9 70.1 71.0 71.6 72.0 72.3 72.6 72.736" S 870 817 777 746 721 701 683 668

G' 67.7 68.7 69.3 69.8 70.0 70.2 70.2 70.3

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Calculations are based on a ''SINGLE SPAN CONDITION''.Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

TABLE 77

Versa-Dek® LS ES AcousticalAllowable Diaphragm Shear

SUPPORT CONNECTION:

ESR-1169 | Most Widely Accepted and Trusted Page 85 of 94

Page 86: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 475 469 463 459 456 453 451 449

G' 18.7 19.6 20.4 21.1 21.7 22.3 22.7 23.212" S 264 257 252 248 245 242 240 238

G' 17.8 18.6 19.3 19.9 20.4 20.8 21.2 21.518" S 194 187 182 178 175 172 169 167

22 G' 17.2 17.9 18.5 19.0 19.4 19.7 20.0 20.30.0295" 24" S 158 152 147 143 139 137 134 132

G' 16.8 17.4 17.9 18.3 18.6 18.9 19.1 19.430" S 137 131 126 122 118 115 113 111

G' 16.4 17.0 17.4 17.7 18.0 18.2 18.4 18.636" S 123 117 112 108 104 101 99 97

G' 16.2 16.6 17.0 17.3 17.5 17.7 17.9 18.06" S 574 566 560 556 552 548 546 543

G' 26.6 27.7 28.7 29.5 30.2 30.9 31.4 31.912" S 318 310 304 299 295 292 289 287

G' 25.3 26.2 27.0 27.7 28.2 28.7 29.1 29.418" S 232 225 219 214 210 207 204 202

20 G' 24.5 25.3 25.9 26.4 26.8 27.2 27.4 27.70.0358" 24" S 189 182 176 171 167 164 161 159

G' 23.9 24.6 25.1 25.5 25.8 26.1 26.3 26.430" S 164 156 150 146 142 138 136 133

G' 23.5 24.1 24.5 24.8 25.1 25.2 25.4 25.536" S 147 139 133 129 125 121 119 116

G' 23.2 23.7 24.1 24.3 24.5 24.6 24.7 24.76" S 763 750 742 736 731 726 723 720

G' 44.8 46.3 47.6 48.7 49.6 50.4 51.0 51.612" S 424 411 403 397 391 387 383 380

G' 41.7 42.8 43.6 44.3 44.9 45.4 45.8 46.118" S 311 298 290 283 278 274 270 267

18 G' 39.8 40.6 41.2 41.6 41.9 42.2 42.4 42.50.0474" 24" S 254 241 233 227 222 217 214 211

G' 38.5 39.1 39.4 39.7 39.8 39.9 40.0 40.030" S 220 207 199 193 188 184 180 177

G' 37.6 38.0 38.2 38.3 38.3 38.3 38.2 38.136" S 197 185 177 170 165 161 157 154

G' 36.9 37.2 37.3 37.2 37.1 37.0 36.8 36.76" S 966 949 937 929 922 917 912 908

G' 72.0 74.1 75.8 77.2 78.4 79.4 80.3 81.012" S 538 521 509 501 494 489 484 480

G' 65.1 66.3 67.2 67.9 68.4 68.8 69.2 69.518" S 396 379 366 358 351 346 341 337

16 G' 61.1 61.7 62.0 62.2 62.4 62.4 62.4 62.40.0598" 24" S 324 307 295 287 280 275 270 266

G' 58.4 58.6 58.6 58.5 58.3 58.1 57.9 57.630" S 281 265 252 244 237 232 227 223

G' 56.6 56.5 56.2 55.8 55.4 55.0 54.6 54.236" S 253 236 223 215 209 203 199 195

G' 55.2 54.9 54.4 53.8 53.3 52.7 52.1 51.6

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24 / 8

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"6" S 553 536 524 514 505 498 493 488

G' 18.7 19.7 20.5 21.2 21.8 22.4 22.8 23.212" S 341 325 313 303 294 287 282 277

G' 18.0 18.8 19.5 20.1 20.6 21.0 21.4 21.718" S 271 255 242 232 224 217 211 206

22 G' 17.5 18.2 18.8 19.3 19.7 20.1 20.4 20.70.0295" 24" S 236 220 207 197 189 182 176 171

G' 17.2 17.8 18.3 18.8 19.1 19.4 19.6 19.930" S 215 199 186 176 168 161 155 150

G' 16.9 17.5 18.0 18.3 18.6 18.9 19.1 19.236" S 201 184 172 162 153 147 141 136

G' 16.7 17.3 17.7 18.0 18.3 18.4 18.6 18.76" S 659 640 626 615 606 598 591 586

G' 26.8 28.0 28.9 29.8 30.5 31.1 31.6 32.112" S 402 384 370 359 349 342 335 330

G' 25.8 26.8 27.6 28.2 28.7 29.2 29.6 29.918" S 317 299 285 273 264 256 250 244

20 G' 25.2 26.1 26.7 27.2 27.7 28.0 28.3 28.50.0358" 24" S 274 256 242 231 221 214 207 201

G' 24.8 25.6 26.1 26.6 26.9 27.2 27.4 27.630" S 249 230 216 205 196 188 181 176

G' 24.6 25.2 25.7 26.1 26.4 26.6 26.7 26.836" S 232 213 199 188 179 171 164 159

G' 24.4 25.0 25.4 25.7 26.0 26.1 26.2 26.36" S 877 850 831 816 803 793 784 777

G' 45.3 46.9 48.2 49.2 50.1 50.9 51.5 52.112" S 538 511 492 477 464 454 445 437

G' 42.9 44.0 44.9 45.6 46.1 46.6 47.0 47.318" S 425 398 379 363 351 341 332 324

18 G' 41.5 42.3 43.0 43.4 43.7 44.0 44.2 44.30.0474" 24" S 368 341 322 307 294 284 275 268

G' 40.6 41.3 41.7 42.0 42.1 42.2 42.3 42.330" S 334 307 288 273 261 250 241 234

G' 40.0 40.5 40.8 40.9 41.0 41.0 40.9 40.836" S 312 285 266 250 238 228 219 211

G' 39.5 39.9 40.1 40.2 40.1 40.0 39.8 39.76" S 1113 1078 1051 1031 1016 1002 991 981

G' 73.3 75.4 77.1 78.4 79.6 80.5 81.4 82.112" S 685 650 623 603 588 574 563 553

G' 67.7 68.9 69.8 70.5 71.0 71.3 71.6 71.918" S 542 507 480 461 445 432 420 411

16 G' 64.7 65.3 65.7 65.9 66.0 66.0 65.9 65.80.0598" 24" S 471 436 409 389 374 360 349 339

G' 62.8 63.1 63.1 63.0 62.8 62.5 62.2 61.930" S 428 393 366 347 331 318 306 297

G' 61.4 61.5 61.3 60.9 60.5 60.0 59.6 59.136" S 400 364 338 318 302 289 278 268

G' 60.5 60.3 59.9 59.4 58.8 58.2 57.6 57.0

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Calculations are based on a ''SINGLE SPAN CONDITION''.Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

SIDELAP CONNECTION: ATTACHMENT PATTERN:

Versa-Dek® LS ES AcousticalAllowable Diaphragm Shear

TABLE 78

SUPPORT CONNECTION:

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 86 of 94

Page 87: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

Hilti X-ENP-19-L15 S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24 / 3

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 22' - 0"6" S 533 523 516 511 507 504 501 499

G' 8.9 10.1 11.2 12.0 12.8 13.4 14.0 14.512" S 384 366 353 344 337 332 327 323

G' 8.7 9.9 10.8 11.6 12.3 12.9 13.4 13.818" S 305 285 272 262 255 250 245 242

20 G' 8.6 9.7 10.5 11.3 11.9 12.4 12.9 13.30.0358" 24" S 254 234 221 211 204 199 194 190

G' 8.5 9.5 10.3 11.0 11.6 12.0 12.5 12.830" S 223 203 190 180 173 168 163 160

G' 8.4 9.3 10.1 10.8 11.3 11.7 12.1 12.436" S 203 183 169 160 153 147 143 139

G' 8.3 9.2 10.0 10.6 11.1 11.5 11.8 12.16" S 701 688 679 672 667 663 660 657

G' 15.7 17.5 19.0 20.2 21.2 22.1 22.9 23.512" S 505 482 465 454 444 437 432 427

G' 15.1 16.8 18.1 19.2 20.1 20.8 21.5 22.018" S 403 377 359 347 337 330 324 319

18 G' 14.8 16.3 17.5 18.4 19.2 19.8 20.4 20.80.0474" 24" S 335 309 291 279 270 262 256 252

G' 14.5 15.9 16.9 17.8 18.4 19.0 19.5 19.930" S 294 268 251 238 229 222 216 211

G' 14.2 15.5 16.5 17.2 17.8 18.3 18.7 19.136" S 267 241 224 211 202 194 189 184

G' 14.0 15.2 16.1 16.8 17.3 17.8 18.1 18.46" S 877 861 850 842 836 831 827 824

G' 25.1 27.6 29.7 31.3 32.7 33.8 34.8 35.712" S 634 605 584 570 558 549 542 536

G' 23.9 26.1 27.8 29.2 30.3 31.2 32.0 32.718" S 507 474 452 437 425 416 408 402

16 G' 23.0 25.0 26.4 27.6 28.5 29.2 29.8 30.40.0598" 24" S 421 388 367 351 339 330 323 317

G' 22.4 24.1 25.4 26.3 27.1 27.7 28.1 28.530" S 370 337 315 300 288 279 272 266

G' 21.9 23.4 24.5 25.3 25.9 26.4 26.8 27.136" S 336 303 281 265 254 245 237 231

G' 21.5 22.9 23.8 24.5 25.0 25.4 25.6 25.9

Hilti X-ENP-19-L15 S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24 / 6

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 22' - 0"6" S 634 608 590 578 569 561 555 551

G' 8.9 10.2 11.2 12.0 12.8 13.4 14.0 14.512" S 437 411 394 382 372 365 359 355

G' 8.8 9.9 10.9 11.7 12.3 12.9 13.4 13.918" S 334 308 291 279 270 263 257 252

20 G' 8.6 9.7 10.6 11.4 12.0 12.5 13.0 13.40.0358" 24" S 283 257 240 228 219 211 206 201

G' 8.5 9.6 10.4 11.1 11.7 12.2 12.6 13.030" S 252 227 209 197 188 181 175 170

G' 8.5 9.5 10.3 10.9 11.5 11.9 12.3 12.636" S 232 206 189 177 167 160 154 150

G' 8.4 9.4 10.2 10.8 11.3 11.7 12.0 12.3

6" S 829 795 772 756 744 734 726 720G' 15.7 17.5 19.0 20.3 21.3 22.2 22.9 23.6

12" S 577 543 520 504 492 483 475 469G' 15.2 16.9 18.2 19.3 20.2 20.9 21.6 22.1

18" S 441 407 385 368 356 347 340 33318 G' 14.9 16.4 17.6 18.6 19.4 20.0 20.6 21.0

0.0474" 24" S 373 339 317 301 289 279 272 266G' 14.7 16.1 17.2 18.0 18.7 19.3 19.8 20.2

30" S 332 299 276 260 248 238 231 225G' 14.5 15.8 16.8 17.6 18.2 18.7 19.1 19.4

36" S 305 271 249 233 221 211 204 198G' 14.4 15.6 16.5 17.2 17.8 18.2 18.6 18.8

6" S 1032 990 961 941 926 914 904 897G' 25.1 27.7 29.8 31.4 32.8 33.9 34.9 35.7

12" S 725 683 655 635 620 608 599 591G' 24.1 26.3 28.1 29.4 30.5 31.4 32.2 32.9

18" S 554 512 484 464 449 437 427 42016 G' 23.4 25.4 26.8 28.0 28.9 29.6 30.2 30.7

0.0598" 24" S 469 426 398 378 363 351 342 334G' 22.9 24.6 25.9 26.9 27.6 28.2 28.7 29.1

30" S 417 375 347 327 312 300 290 283G' 22.5 24.1 25.2 26.0 26.6 27.1 27.5 27.8

36" S 383 341 313 292 277 266 256 249G' 22.2 23.6 24.6 25.3 25.8 26.2 26.5 26.7

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 2.50 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .65 for LRFD and SF = 2.50 for ASD for fasteners.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for fasteners.Other: Phi = .65 for LRFD and SF = 2.50 for ASD for fasteners.

Calculations are based on a ''SINGLE SPAN CONDITION''. Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

TABLE 79

Versa-Dek® 3.5 LS AcousticalAllowable Diaphragm Shear

SUPPORT CONNECTION:

ESR-1169 | Most Widely Accepted and Trusted Page 87 of 94

Page 88: ICC-ES Evaluation Report ESR-1169 - Metal Dek Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Welds G' = Stiffness Factor (kips/in.)24 / 3

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 22' - 0"6" S 794 777 766 758 752 747 743 618*

G' 9.1 10.3 11.4 12.3 13.1 13.8 14.4 14.912" S 751 733 721 711 704 698 694 618*

G' 9.0 10.2 11.2 12.1 12.9 13.5 14.1 14.618" S 633 607 589 575 565 557 550 544

20 G' 8.9 10.1 11.1 11.9 12.7 13.3 13.9 14.30.0358" 24" S 555 525 503 487 475 465 457 451

G' 8.8 10.0 11.0 11.8 12.5 13.1 13.6 14.130" S 502 468 444 427 413 403 394 387

G' 8.8 9.9 10.9 11.7 12.3 12.9 13.4 13.936" S 462 424 399 381 367 357 349 342

G' 8.7 9.8 10.8 11.5 12.2 12.7 13.2 13.66" S 1070 1047 1032 1021 1013 1006 1001 939*

G' 16.1 18.0 19.6 21.0 22.1 23.1 23.9 24.612" S 1012 988 971 958 949 941 935 929

G' 15.8 17.7 19.2 20.5 21.5 22.4 23.2 23.918" S 853 818 793 775 761 750 741 733

18 G' 15.6 17.4 18.8 20.0 21.0 21.9 22.6 23.20.0474" 24" S 748 707 677 656 639 626 616 607

G' 15.4 17.1 18.5 19.6 20.6 21.4 22.0 22.630" S 676 630 598 575 557 542 531 521

G' 15.3 16.9 18.2 19.3 20.2 20.9 21.6 22.136" S 622 571 537 513 495 481 469 460

G' 15.1 16.7 18.0 19.0 19.8 20.5 21.1 21.66" S 1374 1345 1325 1311 1301 1293 1286 1281

G' 26.0 28.9 31.1 33.0 34.5 35.8 37.0 37.912" S 1300 1269 1247 1231 1219 1209 1201 1194

G' 25.4 28.1 30.2 31.9 33.3 34.5 35.5 36.418" S 1095 1051 1019 996 978 963 952 942

16 G' 25.0 27.5 29.4 31.0 32.3 33.4 34.3 35.10.0598" 24" S 961 908 870 843 821 805 791 780

G' 24.6 27.0 28.8 30.3 31.4 32.4 33.2 34.030" S 869 810 769 738 715 697 682 670

G' 24.3 26.5 28.3 29.6 30.7 31.6 32.3 33.036" S 799 734 690 659 636 618 603 591

G' 24.0 26.2 27.8 29.1 30.1 30.9 31.6 32.1

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Welds G' = Stiffness Factor (kips/in.)24 / 6

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 22' - 0"6" S 894 857 832 815 802 791 747* 618*

G' 9.1 10.3 11.4 12.3 13.1 13.8 14.4 15.012" S 894 857 832 815 802 791 747* 618*

G' 9.0 10.2 11.3 12.1 12.9 13.6 14.1 14.618" S 772 726 694 671 654 640 629 618*

20 G' 8.9 10.1 11.1 12.0 12.7 13.3 13.9 14.40.0358" 24" S 639 593 563 541 524 511 501 493

G' 8.8 10.0 11.0 11.8 12.5 13.1 13.7 14.130" S 557 511 481 459 442 430 419 411

G' 8.8 9.9 10.9 11.7 12.4 13.0 13.5 13.936" S 503 457 426 404 388 375 365 357

G' 8.8 9.9 10.8 11.6 12.2 12.8 13.3 13.76" S 1204 1154 1121 1098 1080 1066 1055 939*

G' 16.1 18.1 19.7 21.0 22.1 23.1 23.9 24.612" S 1204 1154 1121 1098 1080 1066 1055 939*

G' 15.8 17.7 19.2 20.5 21.5 22.4 23.2 23.918" S 1040 978 935 904 881 863 848 836

18 G' 15.6 17.4 18.9 20.1 21.1 21.9 22.6 23.30.0474" 24" S 861 799 758 728 706 689 675 664

G' 15.5 17.2 18.6 19.7 20.7 21.4 22.1 22.730" S 751 689 647 618 596 579 565 554

G' 15.3 17.0 18.3 19.4 20.3 21.0 21.7 22.236" S 677 615 574 545 522 505 492 480

G' 15.2 16.9 18.1 19.1 20.0 20.7 21.3 21.86" S 1547 1483 1440 1410 1387 1369 1355 1329*

G' 26.1 28.9 31.2 33.0 34.6 35.9 37.0 37.912" S 1547 1483 1440 1410 1387 1369 1355 1329*

G' 25.5 28.2 30.3 32.0 33.4 34.6 35.6 36.518" S 1336 1256 1201 1162 1132 1108 1089 1074

16 G' 25.1 27.6 29.6 31.2 32.5 33.5 34.4 35.20.0598" 24" S 1106 1026 973 936 907 885 867 853

G' 24.8 27.2 29.0 30.5 31.7 32.7 33.5 34.230" S 964 885 832 794 766 743 726 711

G' 24.5 26.8 28.6 29.9 31.0 31.9 32.7 33.336" S 870 790 737 700 671 649 631 617

G' 24.3 26.5 28.2 29.4 30.4 31.3 31.9 32.5

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Calculations are based on a ''SINGLE SPAN CONDITION''. Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

TABLE 80

Versa-Dek® 3.5 LS AcousticalAllowable Diaphragm Shear

SUPPORT CONNECTION:

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1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24 / 3

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 22' - 0"6" S 576 555 540 530 522 516 510 506

G' 8.9 10.1 11.2 12.0 12.8 13.4 14.0 14.512" S 375 351 336 324 316 309 304 300

G' 8.7 9.9 10.8 11.6 12.3 12.9 13.4 13.818" S 290 266 250 239 231 224 219 214

20 G' 8.6 9.7 10.5 11.3 11.9 12.4 12.9 13.30.0358" 24" S 247 223 208 196 188 181 176 172

G' 8.5 9.5 10.3 11.0 11.6 12.1 12.5 12.830" S 221 198 182 171 162 156 150 146

G' 8.4 9.4 10.1 10.8 11.3 11.7 12.1 12.436" S 204 181 165 154 145 139 133 129

G' 8.3 9.2 10.0 10.6 11.1 11.5 11.8 12.16" S 768 740 720 706 695 686 679 673

G' 15.7 17.5 19.0 20.2 21.2 22.1 22.9 23.512" S 498 467 446 430 419 410 403 397

G' 15.1 16.8 18.1 19.2 20.1 20.8 21.5 22.018" S 385 354 332 317 306 297 290 284

18 G' 14.8 16.3 17.5 18.4 19.2 19.8 20.4 20.90.0474" 24" S 329 297 276 261 249 241 234 228

G' 14.5 15.9 16.9 17.8 18.5 19.0 19.5 19.930" S 295 263 242 227 216 207 200 194

G' 14.3 15.5 16.5 17.3 17.9 18.4 18.8 19.136" S 272 241 219 204 193 184 177 171

G' 14.1 15.3 16.2 16.8 17.4 17.8 18.1 18.46" S 976 940 914 896 882 870 861 854

G' 25.1 27.7 29.8 31.4 32.8 33.9 34.9 35.712" S 631 591 564 544 530 519 510 502

G' 24.1 26.3 28.0 29.4 30.5 31.4 32.2 32.918" S 489 448 421 402 387 376 367 360

16 G' 23.4 25.3 26.8 28.0 28.9 29.6 30.2 30.70.0598" 24" S 417 377 350 330 316 305 296 288

G' 22.9 24.6 25.9 26.9 27.6 28.2 28.7 29.130" S 375 334 307 288 273 262 253 246

G' 22.5 24.1 25.2 26.0 26.6 27.1 27.4 27.736" S 346 306 278 259 245 233 224 217

G' 22.2 23.6 24.6 25.3 25.8 26.2 26.4 26.7

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24 / 6

SIDE LAP DECK SPAN - C to C SUPPORT

SPACING 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 22' - 0"6" S 672 640 619 604 593 584 576 569

G' 8.9 10.2 11.2 12.0 12.8 13.4 14.0 14.512" S 416 384 363 348 336 328 320 315

G' 8.8 9.9 10.9 11.7 12.3 12.9 13.4 13.918" S 331 299 278 262 251 242 235 229

20 G' 8.6 9.7 10.6 11.4 12.0 12.5 13.0 13.40.0358" 24" S 288 256 235 220 208 199 192 187

G' 8.5 9.6 10.4 11.1 11.7 12.2 12.6 13.030" S 262 231 209 194 183 174 167 161

G' 8.5 9.5 10.3 10.9 11.5 11.9 12.3 12.636" S 245 213 192 177 166 157 150 144

G' 8.4 9.4 10.2 10.8 11.3 11.7 12.0 12.36" S 893 850 822 801 786 774 765 755

G' 15.7 17.5 19.0 20.3 21.3 22.2 22.9 23.612" S 554 511 482 462 447 435 425 418

G' 15.2 16.9 18.2 19.3 20.2 21.0 21.6 22.218" S 441 398 369 349 334 322 312 304

18 G' 14.9 16.5 17.7 18.6 19.4 20.0 20.6 21.10.0474" 24" S 384 341 313 292 277 265 256 248

G' 14.7 16.1 17.2 18.1 18.8 19.3 19.8 20.230" S 350 307 279 259 243 231 222 214

G' 14.5 15.9 16.9 17.6 18.3 18.7 19.1 19.536" S 328 285 256 236 221 209 199 191

G' 14.4 15.7 16.6 17.3 17.8 18.3 18.6 18.96" S 1131 1076 1039 1013 993 978 966 956

G' 25.2 27.8 29.9 31.5 32.9 34.0 35.0 35.812" S 703 648 611 585 566 550 538 528

G' 24.4 26.6 28.4 29.7 30.9 31.8 32.5 33.218" S 560 505 469 442 423 408 395 385

16 G' 23.8 25.8 27.3 28.5 29.4 30.2 30.8 31.30.0598" 24" S 489 434 397 371 352 336 324 314

G' 23.4 25.3 26.6 27.6 28.4 28.9 29.4 29.830" S 446 391 354 328 309 293 281 271

G' 23.1 24.8 26.0 26.9 27.5 28.0 28.4 28.736" S 417 362 326 300 280 265 253 243

G' 22.9 24.5 25.6 26.3 26.9 27.3 27.5 27.7

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Calculations are based on a ''SINGLE SPAN CONDITION''. Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

TABLE 81

Versa-Dek® 3.5 LS AcousticalAllowable Diaphragm Shear

SUPPORT CONNECTION:

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FIGURE 1—STEEL DECK PANEL PROFILES

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S-Dek HD-Dek Versa-Dek® S, Versa-Dek® LS

Versa-Dek® S & LS Acoustical

EHD-Dek SD-Dek (26 & 24GA) Versa-Dek® S ES, Versa-Dek® LS ES

Versa-Dek® S & LS ES Acoustical

ISD-Dek (26 & 24 GA) SD-Dek, CFD1.5, CFD1.5 ES, F-Dek, B-Dek, B-Dek ES, B-Dek ES Interlocking

Versa-Dek® 3.5 LS® Versa-Dek® 3.5 LS Acoustical

ISD-Dek (22 & 16GA) N-Dek, N-Dek ES Interlocking CFD2

CFD3 CF D3 ES

FIGURE 2—STEEL DECK PANEL ATTACHMENT PATTERNS AT SUPPORTS

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FIGURE 3—DECK PANEL ATTACHMENT DETAILS

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PERFORATION PATTERNS OF ACOUSTICAL PROFILES

DECK TYPE PERFORATION DIAMETER (in.) PERFORATION SPACING, a Versa-Dek® S Acoustical, Versa-Dek® LS Acoustical 0.156 31 spaces @ 0.1875” = 5.813”

Versa-Dek® S ES Acoustical, Versa-Dek® LS ES Acoustical 0.157 30 spaces @ 0.1895” = 5.685”

Versa-Dek® 3.5 LS Acoustical 0.156 46 spaces @ 0.162” = 7.452”

Versa-Dek® S Acoustical,

Versa-Dek® S ES Acoustical Versa-Dek® LS Acoustical,

Versa-Dek® LS ES Acoustical, Versa-Dek® 3.5 LS Acoustical

Versa-Dek® S Acoustical, Versa-Dek® LS Acoustical

Versa-Dek® S ES Acoustical, Versa-Dek® LS ES Acoustical

Versa-Dek® 3.5 LS Acoustical

Versa-Dek® S Acoustical,

Versa-Dek® S ES Acoustical, Versa-Dek® LS Acoustical,

Versa-Dek® LS ES Acoustical

Versa-Dek® 3.5 LS Acoustical

FIGURE 4—PERFORATION PATTERNS OF ACOUSTICAL PROFILES

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FIGURE 5—DEK-LOK™ ISL CONNECTION