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Overstrength factor for capacity design Eurocode 8

Overstrength factor for capacity design Eurocode 8

Eurocode 8 define an Overstrength factor that should be considered for elements design.
The consequence of this factor consideration, is described for instance in the following articles:
6.2.3, 5.4.2.2, 4.4.2.6, 5.2.2.2, 6.3.2 and 7.3.2 (more other articles may exists).

 

http://forums.autodesk.com/t5/Robot-Structural-Analysis/Surcapacit%C3%A9-des-fondations-dans-le-calc...

 

 

1 Comment
The capacity design for steel steucture, according to Italy ntc2008 that is identical to eurocode 8, is already implemented in Robot, you can find it in Italy Steel ntc2008 tool. I can't help you for other kind of structures.

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