I everyone, I am try to find the way to tell staad pro to perform analysis for only repeat loads and ignore other basic loads. For example my model has primary load case 1, 2 and 3. After that I create some repeat loads 4,5,6 which refer to load case…

is change & perform analysis required when using tension/ comression springs in STAAD

Hello everyone, Q1: I want to know whether this format is already correct or not? Q2: After we define the seismic definition, then we start to add Load Case of seismic first.. Does the PDELTA ANALYSIS command should be written in this load case…