Kindly do clarify my following doubt 1. I have attached three model a.static analysis model b. Dynamic analysis using reference load method c. Dynamic analysis without the use of reference load method a. Static method STAAD SPACE START JOB INFORMATION…

Good evening, I'm going to perform seismic calculation of steel pipe rack represented in figure below that has no rigid diaphragms (in horizontal plane) at each floor level Which analysis can I run in order to simulate seismic actions on the structures…