What is the reason for designing of column without considering the worst load case even though I add several load combinations?
In my model I analyze and design a G+8 RCC Structure, and the column is designed for only the first load case even though other load combinations give maximum axial force and moments. I attached the screenshots of output file below.
Response Spectrum Analysis STAAD Pro - URGENT
My question is regarding carrying out a response spectrum analysis in STAAD Pro. This is what I have done so far.
I have set up the model in kN and METERS units. I have allowed for the joint weights in the form of udl loads on the beams in all three…
STAAD ANALYSIS - Adrressing requirements AISC 341-10
Does Staad have a option to design steel structure addressing the requirement AISC 341-10 (i.e. Seismic Provision of AISC 360)