STAAD Pro - Rigid Diaphragm
STAAD Pro - Rigid Diaphragm
(OP)
I have a structure composed of steel members (one story high) and on top a concrete slab (metal deck). There are expansion joins at various locations.
How do I go about modeling this on STAAD? I just want to model the steel, but I need to have it as a rigid diaphragm. I had no luck with using floor plates or master/slave.
Has anyone had success doing this?
How do I go about modeling this on STAAD? I just want to model the steel, but I need to have it as a rigid diaphragm. I had no luck with using floor plates or master/slave.
Has anyone had success doing this?





RE: STAAD Pro - Rigid Diaphragm
RE: STAAD Pro - Rigid Diaphragm
I haven't used the Floor Diaphragm command, not sure how to specify it.