Hi all, 1) Is there a way to set the ground level in STAAD Pro or is the y=0 level the permanent ground level? This is for the purpose of computing the seismic forces because, from what I know, distribution of the computed base shear per level of a structure…

I am performing a seismic analysis of a 15m steel tower structure, which supports a large boiler at a height of around 10m. I am currently using the IBC code input parameters (S DS , S 1 etc.) where STAAD utilises the equivalent force procedure. The…

Hi Sir, I have made the groups of beams and slabs that would help me to simplify the name of each members. Can you help me to check my UBC Seismic Load Command wheter is already correct or not? And the load combination also? Please your…