Strut and tie: Difference between revisions
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== External Links == | == External Links == | ||
* [http://cee.uiuc.edu/kuchma/strut_and_tie/ Strut and Tie Resources Website] at University of Illinois at Urbana-Champaign, home of free ''Computer Aided Strut-and-Tie'' (CAST) software | * [http://cee.uiuc.edu/kuchma/strut_and_tie/ Strut and Tie Resources Website] at University of Illinois at Urbana-Champaign, home of free ''Computer Aided Strut-and-Tie'' (CAST) software | ||
{{Reinforced Concrete}} | |||
[[Category:Concrete]] | [[Category:Concrete]] | ||
Latest revision as of 04:37, 20 March 2009
Strut-and-Tie is a design method for reinforced concrete members, especially suitable for the design of discontinutity regions (near support, in deep members, etc.), for which traditional beam equations do not apply.
References
- Cai, C. S. A Three-Dimensional Strut-and-Tie Model for Pier Rehabilitation. Practice Periodical on Structural Design and Construction, ASCE, 7(1), 14-25. 2002
External Links
- Strut and Tie Resources Website at University of Illinois at Urbana-Champaign, home of free Computer Aided Strut-and-Tie (CAST) software
| Home > Topics > Reinforced Concrete e | |
| Overview | Reinforced concrete |
| Design | Flexural design · Shear design · Torsional design |
| Computational Models | Microplane model |
| Miscellaneous | Reinforcement · Formwork · Strut and tie · Resources |
| Related Topics: | Prestressed Concrete |