whiteland village mary longenecker structural option senior thesis august 7, 2007
TRANSCRIPT
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Whiteland VillageWhiteland Village
Mary LongeneckerStructural OptionSenior ThesisAugust 7, 2007
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Whiteland VillageWhiteland Village
OutlineOutline• Introduction• Criteria for Redesign• Lateral Redesign
– Staggered Truss– Partially Restrained
Composite Connections
• Construction Management Issues
• Existing Envelope Analysis
• Conclusions
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Whiteland VillageWhiteland Village
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Whiteland VillageWhiteland Village
Retirement Community
Exton, Pennsylvania
1,320,000 sq. ft.
$100-150 million
Design-Build
Dates of ConstructionNov. 2006 - Nov. 2008
Architects:Dever Architects (Residences)HLM Design (Commons)
Structural Engineers:Baker, Ingram & Associates
Construction Managers:Paul Risk Associates, Inc.
HVAC:Madsen, Inc.
Electrical:Meadow Valley Electric
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Whiteland VillageWhiteland Village
Existing SystemsExisting Systems• HVAC
– Central Exhaust System using Energy Wheel– Chilled Water Cooling– Gas Hot Water Heating
• Fire Protection– Wet Sprinkler System
• Electrical– 208Y/120V from (1) 5kV Transformer– Onsite Co-generation Plant
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Whiteland VillageWhiteland Village
Existing Structural Existing Structural SystemSystem
• Lateral System– 10” CMU Shearwalls– 10” Thick Concrete Shearwalls
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Whiteland VillageWhiteland Village
Existing Structural Existing Structural SystemSystem
• Floor System– 8” Untopped Hollow
Core Precast Plank– Spanning 30 ft.– Can be considered a
rigid diaphragm
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Whiteland VillageWhiteland Village
Alternate Design Alternate Design ConsiderationsConsiderations
• Ease of future renovations
• Maximum 1’-8” structural depth
• Constructability
• Cost
• Floor vibration
• Fire protection
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Whiteland VillageWhiteland Village
Staggered TrussStaggered Truss
• Full story trusses– Span transverse width– Alternate floors
• Advantageous in long and narrow buildings
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Whiteland VillageWhiteland Village
Staggered Truss Staggered Truss AlternateAlternate
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Whiteland VillageWhiteland Village
Staggered Truss Staggered Truss AlternateAlternate
Truss T1
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Whiteland VillageWhiteland Village
Staggered Truss Staggered Truss AlternateAlternate
Truss T2
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Whiteland VillageWhiteland Village
Staggered Truss Staggered Truss AlternateAlternate
• Floor System– 8” Untopped Hollow-Core Precast Plank
• Design Base Shear = 462 k– R = 3 for overall system– T = Cu * Ta
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Whiteland VillageWhiteland Village
Staggered Truss Staggered Truss AlternateAlternate
Axial Force in Truss due to Gravity Loads (k)
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Whiteland VillageWhiteland Village
Staggered Truss Staggered Truss AlternateAlternate
Axial Force in Truss due to Lateral Loads (k)
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Whiteland VillageWhiteland Village
Staggered Truss Staggered Truss AlternateAlternate
Truss T1
Columns:
W10x100 A992
Diagonals and Verticals:
HSS 8x6x5/8 A500 GrB
Chords:
W10x77 to W10x112 A992
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Whiteland VillageWhiteland Village
Staggered Truss Staggered Truss AlternateAlternate
Slotted HSS to Gusset Plate Connection Details:
Weld Length: 20”
Width: 3/8”
Plate Thickness: 1/2”
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Whiteland VillageWhiteland Village
Staggered Truss Staggered Truss AlternateAlternate
Foundations
Truss Columns7’x7’x1’-10” spread footing
with (6) #7 bars ea. way
Gravity Columns4’x4’x1’ spread footing
with (4) #5 bars ea. way
Typical Detail of Column Footing
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Whiteland VillageWhiteland Village
Partially Restrained Partially Restrained Composite ConnectionsComposite Connections
• Type 3 connections– Used with steel frame and composite floor
• Reinforcing in the slab used to create top portion of moment connection
• Shear resistance from seat angle at bottom of connection
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Whiteland VillageWhiteland Village
Partially Restrained Partially Restrained Composite ConnectionsComposite Connections
Typical Detail of PRCC
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Whiteland VillageWhiteland Village
Partially Restrained Partially Restrained Composite Connection Composite Connection
AlternateAlternate
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Whiteland VillageWhiteland Village
Partially Restrained Partially Restrained Composite Connection Composite Connection
AlternateAlternate
Braced Frame in NS Direction
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Whiteland VillageWhiteland Village
Partially Restrained Partially Restrained Composite Connection Composite Connection
AlternateAlternate
Braced Frame in EW Direction
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Whiteland VillageWhiteland Village
Partially Restrained Partially Restrained Composite Connection Composite Connection
AlternateAlternate• Floor System Determination
– Using Floor Vibration Serviceability
• 1 1/2” Composite Deck with 5.5” Total Slab Thickness
• Design Lateral Load = 431 k– R = 3– T = Cu * Ta
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Whiteland VillageWhiteland Village
Partially Restrained Partially Restrained Composite Connection Composite Connection
AlternateAlternate
• Analysis determined PRCC type connections not warranted in braced frame layout
• Structural depth greater than 1’-8” limit• Condominium layouts would require changes to
allow for bracing
Frame Beam Location Connection Beam and Studs Mu (ftk) ILB (in^4)
NS Typ Bay Floor PIN-PIN W21x44 (14) 397 1420EW Int. Bay Floor PIN-PIN W16x40 (16) 277 886
Ext. Bay Floor PIN-PIN W16x40 (16) 277 886
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Whiteland VillageWhiteland Village
Construction Management Construction Management IssuesIssues
• Existing Lateral System Cost: $363,000
• Staggered Truss System Cost: $610,000
• Existing system more labor-intensive
Material Total CostCMU Walls 106236Conc Walls 63120Scaffold 60255Conc Ftgs 43285Total 272896Adjusted Total 362618
Material Total CostSTL Cols 36786Fireproofing 40582HSS Bracing 96941STL Beams 279590Conc Ftgs 5356Total Cost 459255Adjusted Total 610246
Existing Lateral System Cost
Staggered Truss System Cost
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Whiteland VillageWhiteland Village
Existing Envelope Existing Envelope AnalysisAnalysis
Concerns:• Drainage• Drip edge• Moisture Penetration
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Whiteland VillageWhiteland Village
Existing Envelope Existing Envelope AnalysisAnalysis
Roof wells for mechanical units
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Whiteland VillageWhiteland Village
Existing Envelope Existing Envelope AnalysisAnalysis
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Whiteland VillageWhiteland Village
Existing Envelope Existing Envelope AnalysisAnalysis
• Recommendations– Add drainage cavity– Extend drip edge– Keep existing detailing for mechanical wells– Onsite checks to ensure detailing complete
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Whiteland VillageWhiteland Village
ConclusionsConclusions
• Staggered truss is a feasible structural alternate– Allows for ease of renovation– More costly system
• Partially restrained composite connections are not feasible
• Envelope details should be reworked to prevent bulk water penetration
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Whiteland VillageWhiteland Village
AcknowledgementsAcknowledgements
Thanks to the following individuals for their assistance throughout my project:
– Dr. Andres LePage– Andreas Phelps– The entire AE Department Faculty and Staff– Larry Baker and the entire staff of Baker, Ingram & Associates– John Beers of Paul Risk Associates Inc.– Partners of Whiteland Village
Special thanks to my friends and family
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Whiteland VillageWhiteland Village
QuestionsQuestions