koshland integrated natural science center
DESCRIPTION
Koshland Integrated Natural Science Center. Haverford College Haverford, Pennsylvania. Christopher J. Shelow. Structural Option. Senior Thesis. Spring ‘06. Koshland Integrated Natural Science Center. Introduction & Building Background Design Professionals Existing Conditions - PowerPoint PPT PresentationTRANSCRIPT
Koshland Integrated Natural Science Center
Haverford CollegeHaverford, Pennsylvania
Christopher J. Shelow Structural Option
Senior Thesis Spring ‘06
Koshland Integrated Natural Science Center
Thesis Presentation Outline
•Introduction & Building Background
•Design Professionals
•Existing Conditions
•Proposal
•Structural Study
•Construction Management Study
•Conclusions
Koshland Integrated Natural Science Center
Introduction & Building Background
• Located on the Haverford College campus
•4-story laboratory facility w/basement
•Also contains classrooms, offices, & communal spaces
•185,423 ft2
•Directly connected to existing Hilles & Sharpless Halls
•Total project cost of $42.6 Million
Koshland Integrated Natural Science Center
Introduction & Building Background
• Constructed in multiple phases
• Completed in 2003
• State-of-the-art laboratories
• Undergraduate & graduate research facility
• Houses seven natural science departments
Koshland Integrated Natural Science Center
Thesis Presentation Outline
Introduction & Building Background
•Design Professionals
•Existing Conditions
•Proposal
•Structural Study
•Construction Management Study
•Conclusions
Koshland Integrated Natural Science Center
Design Professionals
• Owner – Haverford College (Physical Plant) Haverford, PA
•Architect – Ayers/Saint/Gross (ASG) Architects & Planners Baltimore, MD
•Engineer – CUH2A Princeton, NJ
•General Contractor/CM – Skanska USA Building, Inc. Blue Bell, PA
•Laboratory Planner – Earl Walls Associates San Diego, CA
Koshland Integrated Natural Science Center
Thesis Presentation Outline
Introduction & Building Background
Design Professionals
•Existing Conditions
•Proposal
•Structural Study
•Construction Management Study
•Conclusions
Koshland Integrated Natural Science Center
Existing Conditions - Overview
•Superstructure – Precast concrete framing
•Foundation – CMU foundation/retaining walls, precast piers
•Floor System – 10” precast plank w/ 2” topping
•Façade – Stone & precast panels
•Roof System – Steel framing w/ metal deck; precast plank
Koshland Integrated Natural Science Center
Existing Conditions – Floor System
•10” precast concrete hollow core plank by Strescon
•2” cast-in-place concrete topping slab
•Prestressed steel reinforcing tendons
•Typical span of 31’-6”
10”
2” Topping Slab
Koshland Integrated Natural Science Center
Existing Conditions – Floor Framing
• Typical bay: 31’-6” X 21’-0”
• Precast beams : 24”x12” spanning 21’-0”
• Precast columns : 16”x16” & 20”x20”
• Typical story height of 13’
Koshland Integrated Natural Science Center
Existing Conditions – Expansion Joints
• Separated by expansion joints into three independent structures
– East Wing– West Wing– Link
Koshland Integrated Natural Science Center
Existing Conditions – Typical Floor Plan
WEST WING
LINK
EAST WING
Expansion Jts. -
Koshland Integrated Natural Science Center
Existing Conditions – East Wing Plan
EAST WING
Typ. P.C. Beam
Typ. P.C. Column
Typ. P.C. Shear Wall
31’-5”31’-5”
13’-8”
21’
Koshland Integrated Natural Science Center
Existing Conditions – West Wing Plan
WEST WING
Typ. P.C. Column
Typ. P.C. Shear Wall
Typ. P.C. Beam
31’-6” 31’-6”13’-8”
21’
Koshland Integrated Natural Science Center
Existing Conditions – Link Plan
LINK
Typ. CMU Shear Wall Typ. CMU
Brg. Wall
104’
23’
25’-1
1”
Koshland Integrated Natural Science Center
Existing Conditions – Roof System
• East & West Wings – typical steel bent frames; W-shapes
• Link – precast plank w/ topping slab
Koshland Integrated Natural Science Center
Existing Conditions – Lateral System
• East & West Wings – 8” precast concrete shear walls
• Link – 10” CMU shear wall
WEST WING
LINK
EAST WING
Koshland Integrated Natural Science Center
Thesis Presentation Outline
Introduction & Building Background
Design Professionals
Existing Conditions
•Proposal
•Structural Study
•Construction Management Study
•Conclusions
Koshland Integrated Natural Science Center
Proposal – Problem Statement
Investigate an alternate system that could prove to be a more efficient system based on certain criteria
•Investigation Criteria:
– Cost of structural system
– Construction schedule duration
– Reduce loads – gravity & seismic
–Maintain existing floor layout & architecture
Koshland Integrated Natural Science Center
Proposal – Solution Process•Gravity system designs:
– Composite slab on deck floor system– Structural steel floor framing – beams, girders, & columns– Maintain typical bay size & story height
•Lateral system designs:– Reduced seismic loads– Concentric steel braced frame system– Check drift limitations
•Construction Management comparisons:– Structural system cost– Construction schedule of structural system
Koshland Integrated Natural Science Center
Proposal•Additional design considerations:
– All expansion joints will remain
– Existing foundation remains; lighter overall building weight
– Existing roof systems for East & West Wings remain; coincides steel framed system
– Central stair case design to remain, preserving innovative design of spiraled cantilevered stairs
Koshland Integrated Natural Science Center
Thesis Presentation Outline
Introduction & Building Background
Design Professionals
Existing Conditions
Proposal
•Structural Study
•Construction Management Study
•Conclusions
Koshland Integrated Natural Science Center
Structural Study – Design Codes
• 2003 International Building Code (IBC)
• AISC Load and Resistance Factor Design (LRFD), 3rd Edition
• ASCE 7-02 Minimum Design Loads for Buildings and Other Structures
Koshland Integrated Natural Science Center
Structural Study – Procedure
• Recalculation of gravity loads
• Create building model in RAM
• Perform RAM design of gravity members
• Recalculation of lateral loads
• Create several models of steel braced frames in STAAD Pro.
• Check drift limitations
• Calculate approximate cost of both structural systems & compare
• Create construction schedules for systems & compare
Koshland Integrated Natural Science Center
Structural Study – Slab Design
• Slab:
4” normal weight concrete, C.I.P.
• Deck:
1.5SB Normal Wt. Composite Metal Deck – Wheeling Catalog
1 ½” depth; 20 gage
Span – 7’-0”
Koshland Integrated Natural Science Center
Structural Study – Gravity Loads
Koshland Integrated Natural Science Center
Structural Study – RAM Design – East Wing• Typical beam size for typical bay: W10X12
• Typical girder size for typical bay: W21X44
• Typical column sizes: W10X33 & W10X39
Koshland Integrated Natural Science Center
Structural Study – RAM Design – West Wing• Typical beam size for typical bay: W8X10, W10X12
• Typical girder size for typical bay: W18X40
• Typical column sizes: W10X33 & W10X39
Koshland Integrated Natural Science Center
Structural Study – RAM Design – Link
• Typical beam size for typical bay: W10X12
• Typical girder size for typical bay: W18X40
• Typical column size: W10X33
Koshland Integrated Natural Science Center
Structural Study – Lateral Loads• Despite a lighter system, seismic still controlled
• Reduced shear on the building:
Precast Steel Precast Steel Precast SteelRoof - - - - 4th 71 73 - - 49 50 3rd 253 173 89 37 171 119 2nd 377 242 270 85 254 167
Base Shear 441 277 366 354 297 191
EAST WING WEST WINGLINK
34
7 8
9
10
1114 15
12 13
2
1
56
Koshland Integrated Natural Science Center
Structural Study – Braced Frames Layout
N
Koshland Integrated Natural Science Center
Structural Study – Lateral System
• Torsional components calculated for each frame
• In most, torsional forces negligible but still included
• Columns may be biaxially loaded; accounted for in STAAD design
• Strong and weak axis bending in braced frame columns
Koshland Integrated Natural Science Center
Structural Study – Lateral System
• Frames design - concentric K-braces or X-braces
• Drift limitations - L/600
• E-W direction: typ. K-braced frames
• N-S direction: typ. X-braced frames
Koshland Integrated Natural Science Center
Structural Study – Typical K-braced Frame
• L/600 = 1.04”
• Typ. column
W12X40
• Typ. girder
W21X44
• Typ. brace
W12X40
= 0.908”
Koshland Integrated Natural Science Center
Structural Study – Typical X-braced Frame
• L/600 = 1.04”
• Typ. column
W12X40
• Typ. beam
W12X14
• Typ. brace
W10X49
= 0.982”
Koshland Integrated Natural Science Center
Structural Study – 3D Models of Each Wing
West Wing Link East Wing
Koshland Integrated Natural Science Center
Thesis Presentation Outline
Introduction & Building Background
Design Professionals
Existing Conditions
Proposal
Structural Study
•Construction Management Study
•Conclusions
Koshland Integrated Natural Science Center
C. M. Study - Procedure
• Cost breakdown of both structural systems
• System cost comparison
• Task duration estimates for both systems
• Construction schedule comparison
Koshland Integrated Natural Science Center
C. M. Study – Cost Comparison
Precast Concrete System Structural Steel System
VS.
Summary
Proposed Steel system saves approx. 14% of total structural cost
Structure component System CostP.C. Columns 332,267.00P.C. Beams 245,600.00Precast Planks 670,311.00Concrete Topping 181,561.66CMU Bearing Walls 37,742.30P.C. Shear Walls 119,889.00
Total Cost: $1,587,370.96
Building Cost BreakdownStructure component System CostStructural Beams 469,665.36Structural Columns 162,370.26Lateral Braces 95,035.55Metal Deck 130,210.89WWF Slab Reinforcing 27,555.19Concrete Slab 193,482.38Fireproofing 229,301.51Connections 30,529.68Shear Studs 23,828.09
Total Cost: $1,361,978.90
Building Cost Breakdown
Building System System Cost Cost/sq. ft.Steel System 1,361,978.90 14.85Precast System 1,587,370.96 17.31
Total Savings: $225,392.06% Savings: 14%
Building Cost Breakdown
Koshland Integrated Natural Science Center
C. M. Study – Schedule Comparison
• Existing Precast Concrete System
Duration: 21 weeks
• Proposed Steel System
Duration: 27 weeks
• Existing precast system saves 6 weeks of construction time
Koshland Integrated Natural Science Center
Thesis Presentation Outline
Introduction & Building Background
Design Professionals
Existing Conditions
Proposal
Structural Study
Construction Management Study
•Conclusions
Koshland Integrated Natural Science Center
Conclusions
• Proposed steel system to save 14% structural cost
• Precast system cuts erection time by 6 weeks
• Material availability – systems similar
• Floor layout & architecture remained unchanged
• Findings:
–Both systems viable options
–14% savings outweighs 6 wk. prolonged schedule
–Proposed steel system is slightly more efficient
Koshland Integrated Natural Science Center
Acknowledgements
• John Diaz & Ron Tola – Haverford College
• Sam Rozycki – CUH2A
• Valerie Gillespie – Gillespie Engineering
• AE Department Faculty & Staff
• Professor Parfitt – Thesis Advisor
• Chris Glinski, Dave Melfi, Justin Mulhollan, and many other 5 th year AE students
• Family & Friends
Thank you
Koshland Integrated Natural Science Center
Questions