In RAM Elements is there a way to input a torsional load on a member? Or does the torsional load have to come from another member (such as a cantilever) with a load on it?

warehouse.zip wind calculation also in that folder.... try to fix this probem guys

I am analyzing a 350ft+ multistory building which contains a square shear wall core. RAM Frame analysis is giving me excessive deflections (more than what I expect given the core dimensions w.r.t. floor dimensions). I wanted to know if RAM Frame would…

Hello, I have to do a check on a structure that is being built in Canada using RAM Advanse. I know that RAM Advanse has automatically generated load combinations for IBC, ASCE7, etc. Does anyone have or know where to find a .rag generator file…