Is there any way to take into account the p-delta effect when you are working with load combinations which have a Response Spectrum load case? I mean in the comercial softwares.
I know that it makes no sense to combine p-delta with a response spectrum result because it loose the sign. But how...
Is there an option in SAP2000 to take into account the p-delta effect when you are working with load combinations which have a Response Spectrum load case?
I know that it makes no sense to combine p-delta with a response spectrum result because it loose the sign. But how can I have this...
At the time I´m designing a 7-story control tower building. The principal characteristics are:
1) Lateral force-resisting system: special concrete shear walls.
2) Rigid diaphragm condition: at each floor, because I have concrete slabs without mayor discontinuties.
3) Vertical force-resisting...
