Access Door For Pump Room

Calculation sheet

STRUCTURAL REPORT

Access Door For Pump Room

FEB. 2015

Access Door For Pump Room

Introduction

The Access Door consists of 2 steel plates 10 mm. thickness each one

connected to the concrete floor by 3 pivots and rest on 2 movable steel

beams resting on 2 rack plates.

Finite element method (Sap 2000 program) was used to analyze the

Access Door For Pump Room and beams and check the stesses and forces

in racking plates.

Proposed live load 4.0 kN/m2 is considered. Flooring taking 2.0 k/N/m2 .

For yield stress of steel plate and steel beams (Fy= 275 N/mm2),

and tensile stress (Fu=420 N/mm2).

Access Door For Pump Room

Access Door Shutter (Steel Plate)

SAP2000

SAP2000 v15.0.1 - File:FINAL_MODEL - Area Uniform (DEAD) (GLOBAL - Gravity) - KN, m, C Units

2-3-15 12:06:13

2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00

SAP2000

SAP2000 v15.0.1 - File:FINAL_MODEL - Area Uniform (LIVE) (GLOBAL - Gravity) - KN, m, C Units

2-3-15 12:07:04

4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

SAP2000

SAP2000 v15.0.1 - File:FINAL_MODEL - Joint Reactions (DEAD) - KN, m, C Units

2-3-15 12:33:03

SAP2000

SAP2000 v15.0.1 - File:FINAL_MODEL - Joint Reactions (LIVE) - KN, m, C Units

2-3-15 12:33:46

SAP2000

SAP2000 v15.0.1 - File:FINAL_MODEL - Stress S22 Diagram - Visible Face (UDSTL2) - KN, m, C Units

2-3-15 12:03:48

-33.0 -27.5 -22.0 -16.5 -11.0 -5.5 0.0 5.5 11.0 16.5 22.0 27.5 33.0 38.5 E+3

SAP2000

SAP2000 v15.0.1 - File:FINAL_MODEL - Stress S11 Diagram - Visible Face (UDSTL2) - KN, m, C Units

2-3-15 12:03:12

-90. -75. -60. -45. -30. -15. 0. 15. 30. 45. 60. 75. 90. 105. E+3

SAP2000

SAP2000 v15.0.1 - File:FINAL_MODEL - Deformed Shape (CHECK_DEF) - KN, m, C Units

2-3-15 12:12:26

0.9 1.7 2.6 3.4 4.3 5.1 6.0 6.8 7.7 8.5 9.4 10.2 11.1 11.9 E-3

Access Door For Pump Room

Movable Beam

SAP2000

SAP2000 v15.0.1 - File:BEAM_MODEL - Joint Loads (DEAD) (As Defined) - KN, m, C Units

2-3-15 13:07:27

SAP2000

SAP2000 v15.0.1 - File:BEAM_MODEL - Joint Loads (LIVE) (As Defined) - KN, m, C Units

2-3-15 13:07:51

SAP2000

SAP2000 v15.0.1 - File:BEAM_MODEL - Steel Design Sections (AISC-ASD01) - KN, m, C Units

2-3-15 13:08:14

0.00 0.50 0.70 0.90 1.00

SAP2000

SAP2000 v15.0.1 - File:BEAM_MODEL - Deformed Shape (DSTL2) - KN, m, C Units

2-3-15 13:09:05

SAP2000

SAP2000 v15.0.1 - File:BEAM_MODEL - Joint Reactions (DEAD) - KN, m, C Units

2-3-15 13:18:14

SAP2000

SAP2000 v15.0.1 - File:BEAM_MODEL - Joint Reactions (LIVE) - KN, m, C Units

2-3-15 13:18:41

Access Door For Pump Room

Racking Plate

SAP2000

SAP2000 v15.0.1 - File:SUPPORT - Stress S22 Diagram - Visible Face (UDSTL2) - KN, m, C Units

2-3-15 13:45:30

-720. -600. -480. -360. -240. -120. 0. 120. 240. 360. 480. 600. 720. 840. E+3

SAP2000

SAP2000 v15.0.1 - File:SUPPORT - Joint Reactions (UDSTL2) - KN, m, C Units

2-3-15 13:46:21