Dear All, Please your kindly help about this problem. I create a modeling of a building where the main and primary beams are having 8m span. The secondary beams are at the midpoint of primary beams. It means each beam in my modeling is 4m length…

Dear All, Does StaadPro provide the seismic load definition based on IBC 2009 and or ASCE 7-10? I checked but I only found IBC 2006 (which refer to ASCE 7-05). And the default is using Zip Code to determine the Ss and S1, is this Zip Code based…