Indeterminate statics: Difference between revisions
Jump to navigation
Jump to search
No edit summary |
No edit summary |
||
| Line 10: | Line 10: | ||
* [http://vcity.ou.edu/demoModules/analysis/fea/fea.htm Truss stiffness matrix and frame stiffness matrix] | * [http://vcity.ou.edu/demoModules/analysis/fea/fea.htm Truss stiffness matrix and frame stiffness matrix] | ||
<!-- | |||
{{Indeterminate Statics}} | {{Indeterminate Statics}} | ||
--> | |||
Revision as of 21:48, 15 December 2009
When a structure has more restraints than the available degrees of freedom, the structure is statically indeterminate. Solution must then taken into account the deformation and flexibility of the the structure. The two most commonly used methods to analyze statically indeterminate structures are flexibility method and stiffness method.
Flexibility Method
Stiffness Method
External References