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Hi guys,
I've attached an snip from an SCI design guide below. I'm designing a tall steel braced building. Bracing is in the form of K-frame therfor tension and compression.
I'm trying to understand how to conduct full second order analysis and any limitation with using second order analysis in Robot.
If I select non linear and p delta effect in analysis parameters, is it correct to assume robot accounts for:
- frame imperfection, so I do not have to apply notional horizontal loads (EHF) as per eurocode
- second order effect due,to the deformed geometry, is accounted for in the analysis.
Are there other settings or important points I should look out for when running a second order analysis in Robot 2015.
My building is 40m high, each column has nodes at approximately 6m centres ( from research I believe it important to have internal nodes to run non linear, p delta analysis).
Thanks for your guidance.
Killian
Solved! Go to Solution.