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Design Example – Bridge Pier, Hammerhead Bent Cap, ACI SP 273-1
2017-02-13
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This design sample is based on ACI SP-273 “Further Examples for the Design of Structural Concrete with Strut-and-Tie Models”
SP273-1 Bridge Pier – Hammerhead Bent Cap
Download : 01BridgePier_bentcap.xlsx
Download : 01BridgePier_bentcap.stm
Introduction
Initial modeling is performed using a template.
Below are the inputs.
Design Example1 – Bridge Pier, Hammerhead Bent Cap, ACI SP273-1
After initial modeling, modeling of ACI SP273-1 was implemented using the Edit function, define Tie Types, and define Strut Types.
Using Edit Function : stretch, move, copy, paste, mirror, etc
Two load combinations were applied and each modeling was applied.
Below are the Project Information inputs.
Below are the General Properties inputs.
Below are the Area Properties inputs.
Design Example2 – Bridge Pier, Hammerhead Bent Cap, ACI SP273-1
< Structural Shape and Loads >
< Modeling 1 >
Design Example4 – Bridge Pier, Hammerhead Bent Cap, ACI SP273-1
< Modeling 2 >
Design Example5 – Bridge Pier, Hammerhead Bent Cap, ACI SP273-1
< ESO >
< Stress Flow >
Design Example3 – Bridge Pier, Hammerhead Bent Cap, ACI SP273-1
Report Preview
Download : 01BridgePier_bentcap.xlsx
Download : 01BridgePier_bentcap.stm
Design Example1 – Bridge Pier, Hammerhead Bent Cap, ACI SP273-1
Design Example2 – Bridge Pier, Hammerhead Bent Cap, ACI SP273-1
Design Example3 – Bridge Pier, Hammerhead Bent Cap, ACI SP273-1
Design Example5 – Bridge Pier, Hammerhead Bent Cap, ACI SP273-1
Reference
ACI-ASCE Committee 445, Further Examples for the Design of Structural Concrete with Strut-and-Tie Models; SP-273, American Concrete Institute, Michigan, USA, 2010.
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