Dear sir/madame
I wonder what's the best way to model p-delta effects ? why some people use leaning columns instead of geomTransf PDelta command ? as far as I know both of them consider p-Large delta effects only ! and using leaning columns effecs shear forces undesirably !
Thank you in advance .
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- Mon May 11, 2015 3:45 am
- Forum: Documentation
- Topic: p-delta effects
- Replies: 2
- Views: 7971