SlideShare a Scribd company logo
1 of 63
Lehigh University Master of Engineering in Structural Engineering,[object Object],Final Design Phase,[object Object],Class of 2010,[object Object],Friday, April 30th, 2010,[object Object]
Two different structures will be designed to increase the educational value of the design process.,[object Object],Harlem Park,[object Object],Saratoga Street Parking Structure,[object Object],Structural Engineer: Tindall/Cagley & Assoc. Architect: HSMM,[object Object],Structural Engineer: DeSimone,[object Object],Architect: Swanke Hayden Connell Architects,[object Object]
Harlem Park Building Design Project
Fall 2009: Gravity System Study and Selection,[object Object],Composite Beam,[object Object],Steel Decking,[object Object],Concrete Slab,[object Object],Shear Studs,[object Object],Welded Wire Fabric,[object Object],Steel W-Section,[object Object]
There are many advantages and disadvantages of composite beam design for this structure,[object Object],Overall:,[object Object],Lighter, more economic system,[object Object],Works best with building geometry,[object Object],Disadvantages:,[object Object],Using “shored” spans,[object Object],High amount of studs,[object Object],Serviceability Concerns,[object Object]
Yellow Structural Engineers,[object Object],Harlem Park Development Final Design,[object Object],Seth E. Darley,[object Object],Steven K. Dutra,[object Object],Anthony J. Ferraro,[object Object],Eddie M. Guerra Fuentes,[object Object]
Lateral Load Resisting System Design          ,[object Object],Gravity System Design          ,[object Object],Foundation Design,[object Object]
Foundation Design,[object Object]
Design Loads,[object Object],[object Object]
ASCE 07 Combinations
Factored Service Loads:
 ACI 318 Combinations
 Loads Considered
 Shear
 Moment
 Downward Axial
 Uplift,[object Object]
Foundation Selection: Caissons,[object Object],[object Object]
 Cost of mobilization
 Noise and vibration    during construction,[object Object]
 End Bearing
 Caisson-Rock Bond
Lateral Load Capacity
Evans & Duncan Methodφ’ ,[object Object],γ,[object Object]
Caisson Design,[object Object],[object Object]
 Ties (ACI 10.13.8.4)
 Bearing Strength of concrete    (ACI 318-10.14.1)
 Embedment of Longitudinal   Reinforcement (CRSI 13-42)
 Development Lengths (ACI 318-12.2)Maximum ,[object Object],Uplift,[object Object],25,[object Object],Maximum ,[object Object],Moment,[object Object],24,[object Object]
Foundation Design,[object Object]
Basement Wall Design,[object Object],[object Object]
Braced Excavation  during construction
Neglect surcharge,[object Object]
Basement Wall Design,[object Object]
Harlem Park Building Design Project
Concrete Column Design,[object Object],Gravity,[object Object],Pu = 2168 kips,[object Object],36” x 36”,[object Object],(12) - #11 bars,[object Object],Lateral,[object Object],- Pu = 3944 kips,[object Object],[object Object]
 16 - #11 bars,[object Object]
 16 - #11 barsBase Plate Design,[object Object],- Column: W 36 x 652,[object Object],[object Object]
 Mu = 620 kip*ft
Base Plate Dimensions        36” x 48” x 4 ¾”,[object Object]
Anchorage Design,[object Object],Gravity,[object Object],- Code Minimum: 4 Anchors,[object Object],- Headed Anchors,[object Object],[object Object],Lateral,[object Object],	- Uplift force = 3225 kip,[object Object],[object Object]
 60” Embedment Length,[object Object]
Ground Floor Mezzanine,[object Object],Hanger,[object Object],L3x2x1/4 TYP.,[object Object]
Ground Floor Mezzanine,[object Object],Brace,[object Object],L2x2x1/8 TYP.,[object Object]
Harlem Park Building Design Project
4th Floor,[object Object]
4th Floor,[object Object]
4th Floor,[object Object]
4th Floor,[object Object],Proposed splice location,[object Object]
4th Floor,[object Object]
Harlem Park Building Design Project
6th Floor,[object Object],R = 67 kip,[object Object],R = 75 kip,[object Object]
Harlem Park Building Design Project
19th Floor Column Offset,[object Object],[object Object]
Façade constraints also prevent bracing of offset connection,[object Object]
19th Floor Column Offset,[object Object]
Harlem Park Building Design Project
Roof Design,[object Object],[object Object]
Some sections not included in RAM Model
Wind: Partially blocked
Siesmic: ASCE 7-05 Chp. 15
Cooling Tower Dunnage
Typical Connection

More Related Content

What's hot

Flat slab design
Flat slab designFlat slab design
Flat slab designMoussa Rili
 
CE 72.52 - Lecture 8a - Retrofitting of RC Members
CE 72.52 - Lecture 8a - Retrofitting of RC MembersCE 72.52 - Lecture 8a - Retrofitting of RC Members
CE 72.52 - Lecture 8a - Retrofitting of RC MembersFawad Najam
 
Calulation of deflection and crack width according to is 456 2000
Calulation of deflection and crack width according to is 456 2000Calulation of deflection and crack width according to is 456 2000
Calulation of deflection and crack width according to is 456 2000Vikas Mehta
 
Pile cap design structural guide
Pile cap design   structural guidePile cap design   structural guide
Pile cap design structural guideAlberto Rosado
 
Cold-Formed-Steel Design And Construction ( Steel Structure )
Cold-Formed-Steel Design And Construction ( Steel Structure )Cold-Formed-Steel Design And Construction ( Steel Structure )
Cold-Formed-Steel Design And Construction ( Steel Structure )Hossam Shafiq I
 
Ch4 Bridge Floors (Steel Bridges تصميم الكباري المعدنية & Prof. Dr. Metwally ...
Ch4 Bridge Floors (Steel Bridges تصميم الكباري المعدنية & Prof. Dr. Metwally ...Ch4 Bridge Floors (Steel Bridges تصميم الكباري المعدنية & Prof. Dr. Metwally ...
Ch4 Bridge Floors (Steel Bridges تصميم الكباري المعدنية & Prof. Dr. Metwally ...Hossam Shafiq II
 
Buckling restrained braced frames
Buckling restrained braced framesBuckling restrained braced frames
Buckling restrained braced framesashlinvilson
 
Civil structural engineering - Flat slab design
Civil structural engineering -  Flat slab designCivil structural engineering -  Flat slab design
Civil structural engineering - Flat slab designSatish Narayan
 
Pre-stressed concrete
Pre-stressed concrete Pre-stressed concrete
Pre-stressed concrete aishwaryasanap
 
Cold Formed Steel Presentation
Cold Formed Steel PresentationCold Formed Steel Presentation
Cold Formed Steel Presentationwhutton1
 
ANALYSIS AND DESIGN OF G+3 STOREY BUILDING USING STAAD PRO vi8 Software
ANALYSIS AND DESIGN OF G+3 STOREY BUILDINGUSING STAAD PRO vi8 SoftwareANALYSIS AND DESIGN OF G+3 STOREY BUILDINGUSING STAAD PRO vi8 Software
ANALYSIS AND DESIGN OF G+3 STOREY BUILDING USING STAAD PRO vi8 SoftwareAbhinav Verma
 
Basement wall design
Basement wall designBasement wall design
Basement wall designCETCBIM
 
Design of lifts & escalators
Design of lifts & escalatorsDesign of lifts & escalators
Design of lifts & escalatorsShubham Arora
 

What's hot (20)

Flat slab design
Flat slab designFlat slab design
Flat slab design
 
CE 72.52 - Lecture 8a - Retrofitting of RC Members
CE 72.52 - Lecture 8a - Retrofitting of RC MembersCE 72.52 - Lecture 8a - Retrofitting of RC Members
CE 72.52 - Lecture 8a - Retrofitting of RC Members
 
Calulation of deflection and crack width according to is 456 2000
Calulation of deflection and crack width according to is 456 2000Calulation of deflection and crack width according to is 456 2000
Calulation of deflection and crack width according to is 456 2000
 
Pile cap design structural guide
Pile cap design   structural guidePile cap design   structural guide
Pile cap design structural guide
 
Cold-Formed-Steel Design And Construction ( Steel Structure )
Cold-Formed-Steel Design And Construction ( Steel Structure )Cold-Formed-Steel Design And Construction ( Steel Structure )
Cold-Formed-Steel Design And Construction ( Steel Structure )
 
CSI ETABS & SAFE MANUAL: Slab Analysis and Design to EC2
CSI ETABS & SAFE MANUAL: Slab Analysis and Design to EC2CSI ETABS & SAFE MANUAL: Slab Analysis and Design to EC2
CSI ETABS & SAFE MANUAL: Slab Analysis and Design to EC2
 
Ch4 Bridge Floors (Steel Bridges تصميم الكباري المعدنية & Prof. Dr. Metwally ...
Ch4 Bridge Floors (Steel Bridges تصميم الكباري المعدنية & Prof. Dr. Metwally ...Ch4 Bridge Floors (Steel Bridges تصميم الكباري المعدنية & Prof. Dr. Metwally ...
Ch4 Bridge Floors (Steel Bridges تصميم الكباري المعدنية & Prof. Dr. Metwally ...
 
Buckling restrained braced frames
Buckling restrained braced framesBuckling restrained braced frames
Buckling restrained braced frames
 
Civil structural engineering - Flat slab design
Civil structural engineering -  Flat slab designCivil structural engineering -  Flat slab design
Civil structural engineering - Flat slab design
 
ONE WAY SLAB DESIGN
ONE WAY SLAB DESIGNONE WAY SLAB DESIGN
ONE WAY SLAB DESIGN
 
Pre-stressed concrete
Pre-stressed concrete Pre-stressed concrete
Pre-stressed concrete
 
Cold Formed Steel Presentation
Cold Formed Steel PresentationCold Formed Steel Presentation
Cold Formed Steel Presentation
 
Bracing connections
Bracing connectionsBracing connections
Bracing connections
 
Intze tank design
Intze tank designIntze tank design
Intze tank design
 
Reinforced slab
Reinforced slabReinforced slab
Reinforced slab
 
Rigid frame systems
Rigid frame systemsRigid frame systems
Rigid frame systems
 
ANALYSIS AND DESIGN OF G+3 STOREY BUILDING USING STAAD PRO vi8 Software
ANALYSIS AND DESIGN OF G+3 STOREY BUILDINGUSING STAAD PRO vi8 SoftwareANALYSIS AND DESIGN OF G+3 STOREY BUILDINGUSING STAAD PRO vi8 Software
ANALYSIS AND DESIGN OF G+3 STOREY BUILDING USING STAAD PRO vi8 Software
 
footing design
footing designfooting design
footing design
 
Basement wall design
Basement wall designBasement wall design
Basement wall design
 
Design of lifts & escalators
Design of lifts & escalatorsDesign of lifts & escalators
Design of lifts & escalators
 

Viewers also liked

Ce 451 design of commercial building in jubail industrial city
Ce 451 design of commercial building in jubail industrial cityCe 451 design of commercial building in jubail industrial city
Ce 451 design of commercial building in jubail industrial cityAli Asaad Al-Jaziri
 
Linear Dynamic Analysis and Seismic Evaluation of RC Building
Linear Dynamic Analysis and Seismic Evaluation of RC BuildingLinear Dynamic Analysis and Seismic Evaluation of RC Building
Linear Dynamic Analysis and Seismic Evaluation of RC BuildingQudsia Wahab, EIT
 
NONLINEAR STRUCTURAL ANALYSIS FOR SEISMIC DESIGN (ALL COPYRIGHT BY NIST - US ...
NONLINEAR STRUCTURAL ANALYSIS FOR SEISMIC DESIGN (ALL COPYRIGHT BY NIST - US ...NONLINEAR STRUCTURAL ANALYSIS FOR SEISMIC DESIGN (ALL COPYRIGHT BY NIST - US ...
NONLINEAR STRUCTURAL ANALYSIS FOR SEISMIC DESIGN (ALL COPYRIGHT BY NIST - US ...Eduardo H. Pare
 
Design of reinforced concrete as per aci 318
Design of reinforced concrete as per aci 318Design of reinforced concrete as per aci 318
Design of reinforced concrete as per aci 318Jose Fabricio
 
Column base plates_prof_thomas_murray
Column base plates_prof_thomas_murrayColumn base plates_prof_thomas_murray
Column base plates_prof_thomas_murrayAlberto Rosado
 
Economic evaluation and comparison between green building and conventional bu...
Economic evaluation and comparison between green building and conventional bu...Economic evaluation and comparison between green building and conventional bu...
Economic evaluation and comparison between green building and conventional bu...Manthan Shah
 
Design of column base plates anchor bolt
Design of column base plates anchor boltDesign of column base plates anchor bolt
Design of column base plates anchor boltKhaled Eid
 
Dynamic Analysis with Examples – Seismic Analysis
Dynamic Analysis with Examples – Seismic AnalysisDynamic Analysis with Examples – Seismic Analysis
Dynamic Analysis with Examples – Seismic Analysisopenseesdays
 
Seismic Design Of Structures Project
Seismic Design Of Structures ProjectSeismic Design Of Structures Project
Seismic Design Of Structures ProjectGunjan Shetye
 
Sustainable Design Part Three: The Basic Principles of Passive Design
Sustainable Design Part Three: The Basic Principles of Passive DesignSustainable Design Part Three: The Basic Principles of Passive Design
Sustainable Design Part Three: The Basic Principles of Passive DesignTerri Meyer Boake
 
Steel connections
Steel connectionsSteel connections
Steel connectionsbabunaveen
 

Viewers also liked (13)

Ce 451 design of commercial building in jubail industrial city
Ce 451 design of commercial building in jubail industrial cityCe 451 design of commercial building in jubail industrial city
Ce 451 design of commercial building in jubail industrial city
 
Linear Dynamic Analysis and Seismic Evaluation of RC Building
Linear Dynamic Analysis and Seismic Evaluation of RC BuildingLinear Dynamic Analysis and Seismic Evaluation of RC Building
Linear Dynamic Analysis and Seismic Evaluation of RC Building
 
NONLINEAR STRUCTURAL ANALYSIS FOR SEISMIC DESIGN (ALL COPYRIGHT BY NIST - US ...
NONLINEAR STRUCTURAL ANALYSIS FOR SEISMIC DESIGN (ALL COPYRIGHT BY NIST - US ...NONLINEAR STRUCTURAL ANALYSIS FOR SEISMIC DESIGN (ALL COPYRIGHT BY NIST - US ...
NONLINEAR STRUCTURAL ANALYSIS FOR SEISMIC DESIGN (ALL COPYRIGHT BY NIST - US ...
 
Design of reinforced concrete as per aci 318
Design of reinforced concrete as per aci 318Design of reinforced concrete as per aci 318
Design of reinforced concrete as per aci 318
 
Column base plates_prof_thomas_murray
Column base plates_prof_thomas_murrayColumn base plates_prof_thomas_murray
Column base plates_prof_thomas_murray
 
Economic evaluation and comparison between green building and conventional bu...
Economic evaluation and comparison between green building and conventional bu...Economic evaluation and comparison between green building and conventional bu...
Economic evaluation and comparison between green building and conventional bu...
 
Design of column base plates anchor bolt
Design of column base plates anchor boltDesign of column base plates anchor bolt
Design of column base plates anchor bolt
 
Dynamic Analysis with Examples – Seismic Analysis
Dynamic Analysis with Examples – Seismic AnalysisDynamic Analysis with Examples – Seismic Analysis
Dynamic Analysis with Examples – Seismic Analysis
 
Seismic Design Of Structures Project
Seismic Design Of Structures ProjectSeismic Design Of Structures Project
Seismic Design Of Structures Project
 
Design project
Design projectDesign project
Design project
 
High rise structure & core
High rise  structure & coreHigh rise  structure & core
High rise structure & core
 
Sustainable Design Part Three: The Basic Principles of Passive Design
Sustainable Design Part Three: The Basic Principles of Passive DesignSustainable Design Part Three: The Basic Principles of Passive Design
Sustainable Design Part Three: The Basic Principles of Passive Design
 
Steel connections
Steel connectionsSteel connections
Steel connections
 

Similar to Harlem Park Building Design Project

Rfp09498 p2 pres_t05
Rfp09498 p2 pres_t05Rfp09498 p2 pres_t05
Rfp09498 p2 pres_t05rplaughl
 
Peb structures
Peb structuresPeb structures
Peb structureshlksd
 
Building Construction II - Project 1
Building Construction II - Project 1Building Construction II - Project 1
Building Construction II - Project 1Bolin Loong
 
SynTerra / US Bridge Presentation (10 24 11)
SynTerra / US Bridge Presentation (10 24 11)SynTerra / US Bridge Presentation (10 24 11)
SynTerra / US Bridge Presentation (10 24 11)dgonano
 
Keep it Flowing! Culvert Design 20: Design, Durability & Applications
Keep it Flowing! Culvert Design 20: Design, Durability & ApplicationsKeep it Flowing! Culvert Design 20: Design, Durability & Applications
Keep it Flowing! Culvert Design 20: Design, Durability & ApplicationsCommunications Branding
 
Senior Capstone Presentation
Senior Capstone PresentationSenior Capstone Presentation
Senior Capstone Presentationarsimmons
 
ICWES15 - Challenging Design: Foundations for Tall Buildings. Presented by M...
ICWES15 - Challenging Design: Foundations for Tall Buildings.  Presented by M...ICWES15 - Challenging Design: Foundations for Tall Buildings.  Presented by M...
ICWES15 - Challenging Design: Foundations for Tall Buildings. Presented by M...Engineers Australia
 
MULTI-STOREY CAR PARKING
MULTI-STOREY CAR PARKINGMULTI-STOREY CAR PARKING
MULTI-STOREY CAR PARKINGManoj Navneeth
 
Steel Compliance from the Consulting Engineer's Perspective
Steel Compliance from the Consulting Engineer's PerspectiveSteel Compliance from the Consulting Engineer's Perspective
Steel Compliance from the Consulting Engineer's PerspectiveMark Sheldon
 
Design of Foot Over Bridge
Design of Foot Over BridgeDesign of Foot Over Bridge
Design of Foot Over Bridgejupallipavan2911
 
Segmental Lining Design Presentation
Segmental Lining Design PresentationSegmental Lining Design Presentation
Segmental Lining Design PresentationKeith Kong
 
Armtec - Introduction to Soil Steel Structures & End Treatments
Armtec - Introduction to Soil Steel Structures & End TreatmentsArmtec - Introduction to Soil Steel Structures & End Treatments
Armtec - Introduction to Soil Steel Structures & End TreatmentsCommunications Branding
 
kupdf.net_disentildeo-de-concreto-reforzado-mcgregor-6ta-edicioacuten.pdf
kupdf.net_disentildeo-de-concreto-reforzado-mcgregor-6ta-edicioacuten.pdfkupdf.net_disentildeo-de-concreto-reforzado-mcgregor-6ta-edicioacuten.pdf
kupdf.net_disentildeo-de-concreto-reforzado-mcgregor-6ta-edicioacuten.pdfSarahVargas24
 
4 story steel presentation ETABs
4 story steel presentation ETABs4 story steel presentation ETABs
4 story steel presentation ETABsToe Myint Naing
 
Etabs concrete-design
Etabs concrete-designEtabs concrete-design
Etabs concrete-designmamilli
 
Lincoln arc welding article183
Lincoln arc welding article183Lincoln arc welding article183
Lincoln arc welding article183Miklos Peller, Sr.
 
Deaton aci-fall2010
Deaton aci-fall2010Deaton aci-fall2010
Deaton aci-fall2010bendeaton
 

Similar to Harlem Park Building Design Project (20)

Company profile
Company profileCompany profile
Company profile
 
Rfp09498 p2 pres_t05
Rfp09498 p2 pres_t05Rfp09498 p2 pres_t05
Rfp09498 p2 pres_t05
 
Peb structures
Peb structuresPeb structures
Peb structures
 
peb ppt.ppt
peb ppt.pptpeb ppt.ppt
peb ppt.ppt
 
Building Construction II - Project 1
Building Construction II - Project 1Building Construction II - Project 1
Building Construction II - Project 1
 
SynTerra / US Bridge Presentation (10 24 11)
SynTerra / US Bridge Presentation (10 24 11)SynTerra / US Bridge Presentation (10 24 11)
SynTerra / US Bridge Presentation (10 24 11)
 
Keep it Flowing! Culvert Design 20: Design, Durability & Applications
Keep it Flowing! Culvert Design 20: Design, Durability & ApplicationsKeep it Flowing! Culvert Design 20: Design, Durability & Applications
Keep it Flowing! Culvert Design 20: Design, Durability & Applications
 
Senior Capstone Presentation
Senior Capstone PresentationSenior Capstone Presentation
Senior Capstone Presentation
 
ICWES15 - Challenging Design: Foundations for Tall Buildings. Presented by M...
ICWES15 - Challenging Design: Foundations for Tall Buildings.  Presented by M...ICWES15 - Challenging Design: Foundations for Tall Buildings.  Presented by M...
ICWES15 - Challenging Design: Foundations for Tall Buildings. Presented by M...
 
MULTI-STOREY CAR PARKING
MULTI-STOREY CAR PARKINGMULTI-STOREY CAR PARKING
MULTI-STOREY CAR PARKING
 
Steel Compliance from the Consulting Engineer's Perspective
Steel Compliance from the Consulting Engineer's PerspectiveSteel Compliance from the Consulting Engineer's Perspective
Steel Compliance from the Consulting Engineer's Perspective
 
Design of Foot Over Bridge
Design of Foot Over BridgeDesign of Foot Over Bridge
Design of Foot Over Bridge
 
Segmental Lining Design Presentation
Segmental Lining Design PresentationSegmental Lining Design Presentation
Segmental Lining Design Presentation
 
Armtec - Introduction to Soil Steel Structures & End Treatments
Armtec - Introduction to Soil Steel Structures & End TreatmentsArmtec - Introduction to Soil Steel Structures & End Treatments
Armtec - Introduction to Soil Steel Structures & End Treatments
 
kupdf.net_disentildeo-de-concreto-reforzado-mcgregor-6ta-edicioacuten.pdf
kupdf.net_disentildeo-de-concreto-reforzado-mcgregor-6ta-edicioacuten.pdfkupdf.net_disentildeo-de-concreto-reforzado-mcgregor-6ta-edicioacuten.pdf
kupdf.net_disentildeo-de-concreto-reforzado-mcgregor-6ta-edicioacuten.pdf
 
4 story steel presentation ETABs
4 story steel presentation ETABs4 story steel presentation ETABs
4 story steel presentation ETABs
 
Etabs concrete-design
Etabs concrete-designEtabs concrete-design
Etabs concrete-design
 
Lec.1 introduction
Lec.1   introductionLec.1   introduction
Lec.1 introduction
 
Lincoln arc welding article183
Lincoln arc welding article183Lincoln arc welding article183
Lincoln arc welding article183
 
Deaton aci-fall2010
Deaton aci-fall2010Deaton aci-fall2010
Deaton aci-fall2010
 

Harlem Park Building Design Project

Editor's Notes

  1. Comprehensive design exposure to two very different structuresChance to explore various structural systems
  2. W-section: majority of the flexural capacitySteel decking: selected to satisfy span lengths and fireproofingConcrete slab: flexural capacity, transfers load, fireproofing for the steel deckingShear studs: transfer shear forces, diaphragm action, brace flange – local buckling, brace beam – ltb Welded wire fabric: temp and shrinkage
  3. Makes use of the slab as a structural elementProvides lateral bracing for the beams along their length to prevent ltbEfficiency is improved – lighter, more economic structural systemIf large amounts of studs are neededConstructing using shored spans
  4. General layout Typical Caission Design Basement Wall
  5. General layout Typical Caission Design Basement Wall
  6. General layout Typical Caission Design Basement Wall
  7. General layout Typical Caission Design Basement Wall
  8. General layout Typical Caission Design Basement Wall
  9. General layout Typical Caission Design Basement Wall
  10. General layout Typical Caission Design Basement Wall
  11. General layout Typical Caission Design Basement Wall
  12. General layout Typical Caission Design Basement Wall
  13. General layout Typical Caission Design Basement Wall
  14. General layout Typical Caission Design Basement Wall
  15. General layout Typical Caission Design Basement Wall
  16. General layout Typical Caission Design Basement Wall
  17. Concrete Columns Base Plates Anchor Details
  18. General layout Typical Caission Design Basement Wall
  19. General layout Typical Caission Design Basement Wall
  20. Typical Floor (Skewed Members, Column Splice) Truss Design
  21. Typical Floor (Skewed Members, Column Splice) Truss Design
  22. Typical Floor (Skewed Members, Column Splice) Truss Design
  23. Typical Floor (Skewed Members, Column Splice) Truss Design
  24. General layout Typical Caission Design Basement Wall
  25. General layout Typical Caission Design Basement Wall
  26. General layout Typical Caission Design Basement Wall
  27. General layout Typical Caission Design Basement Wall
  28. Column cantilever Façade Stepback
  29. Column cantilever Façade Stepback
  30. General layout Typical Caission Design Basement Wall
  31. General layout Typical Caission Design Basement Wall
  32. General layout Typical Caission Design Basement Wall
  33. General layout Typical Caission Design Basement Wall
  34. General layout Typical Caission Design Basement Wall
  35. General layout Typical Caission Design Basement Wall
  36. General layout Typical Caission Design Basement Wall
  37. Deflection approximation Geometry limitations
  38. Iterative phases
  39. Deflection approximation Geometry limitations
  40. Deflection approximation Geometry limitations
  41. - Elevations and typical connections
  42. - Elevations and typical connections
  43. - Elevations and typical connections
  44. General layout Typical Caission Design Basement Wall
  45. - Elevations and typical connections
  46. - Elevations and typical connections