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== Torsion of Closed Thin-Walled Sections == | == Torsion of Closed Thin-Walled Sections == | ||
Shear stress due to torsion in a thin-walled noncircular shell can be calculated as follows: | |||
<tex>\tau = \frac{T}{2At}</tex> | |||
where | |||
* <tex>\tau</tex> ... shear stress | |||
* <tex>T</tex> ... applied torsion | |||
* <tex>T</tex> | |||
== Torsion of Open Thin-Walled Sections == | == Torsion of Open Thin-Walled Sections == | ||
Revision as of 21:38, 21 April 2009
The twist or deformation of a body set up by a torque.
Torsion of Solid Sections
Torsion of Closed Thin-Walled Sections
Shear stress due to torsion in a thin-walled noncircular shell can be calculated as follows:
<tex>\tau = \frac{T}{2At}</tex>
where
- <tex>\tau</tex> ... shear stress
- <tex>T</tex> ... applied torsion
- <tex>T</tex>
Torsion of Open Thin-Walled Sections
See Also
References
- AISC Design Guide 9: Torsional Analysis of Structural Steel Members (1996)
| Home > Topics > Elements of Analysis and Design e SUPERSEDED!!! (superseded by Traditional Analysis Methods template) |
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| Overview | Overview · Mohr's Circle · Interaction diagram |
| Forces and Stresses | Torsion · Flexure · Shear · Principal stress |
| Miscellaneous | Damping · Section properties |
| See Also | Traditional analysis methods · Computational analysis methods |
| Related Categories | Elements of Analysis and Design |