Strut and tie: Difference between revisions

From StructuralWiki
Jump to navigation Jump to search
No edit summary
No edit summary
 
(6 intermediate revisions by 2 users not shown)
Line 1: Line 1:
== Strut and Tie ==
'''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.


[[Image:[[Image:Example.jpg]]]]
== References ==


== References ==
* Cai, C. S. [http://ceedept.lsu.edu:16080/~scai/J2002-A%20Three-Dimensional%20Strut-and-Tie%20Model%20for%20Pier%20Rehabilitation..pdf 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 ==
* [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]]

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

External Links

 

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