i have a doubt in seismic design that i have done in seismic design is correct or not can u plz check and suggest what should i do next.AISHWARIYA.STD
I would expect the followings in the model-
We have conducted a series of SIG session on these topics, you can view it on demand-
https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/50169/links-to-see-past-sigs-on-seismic-analysis
sir how to decide which member should be release. as i am getting waring.