Trying to apply nodal loads to a frame that is skewed and it seems the options are limited to X and Y only. Applying with X and Y components at frame end did not produce expected results.

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…

I'm receiving a design warning on a number of my joists: "Joist # on Roof: Type ahs changed since it was saved. User Size will be cleared." I suspect that the loads on the particular joists that this warning is occuring are beyond the allowable load…