← AStrutTie blog archive (2016–2017)
Design Example – Bridge Pier, Hammerhead Bent Cap, ACI SP 273-1
2017-02-13
Archive — originally published on the AStrutTie blog (2016–2017), restored as written. For current theory, code guides and worked examples see Learn.
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.
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.
< Structural Shape and Loads >
< Modeling 1 >
< Modeling 2 >
< ESO >
< Stress Flow >
Report Preview
Download : 01BridgePier_bentcap.xlsx
Download : 01BridgePier_bentcap.stm
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.
60 figure(s) from the original post could not be recovered (the original server was retired and the Wayback Machine did not archive them). Text is as originally published.
Original URL: http://astruttie.aroad.co.kr/index.php/2017/02/13/design-example-bridge-pier-hammerhead-bent-cap-aci-sp273-1/