Second order effects for steel columns

[Anonymous]

Hello!

I'm just curious how RSA accounts for secondary effects. I'm quite positve that I've read somewhere the second order effects are accounted for during steel section desing.

But is it also accounted for in a global perspective when reaction forces are computed?

Regards

[Rafal.Gaweda · Accepted solution]

See:

http://forums.autodesk.com/t5/robot-structural-analysis/second-order-effects/m-p/3214378/highlight/t...

http://forums.autodesk.com/t5/robot-structural-analysis/rc-column-design-second-order-analyses-metho...

http://forums.autodesk.com/t5/robot-structural-analysis/2nd-order-analysis-on-robot/m-p/4844465/high...

http://forums.autodesk.com/t5/robot-structural-analysis/second-order-effect-and-frame-imperfections/...

http://forums.autodesk.com/t5/robot-structural-analysis/non-linear-analysis-p-delta-analysis/m-p/364...