I am designing a partially cladded building with Tension Only braces. I have put Perform Analysis + Change command after each Seismic case as i wish to do IBC/UBC load generation.
I have figured that the simple analysis is taking unreasonably long to finish i.e. 2.5hrs.
Kindly guide me if i am doing anything wrong because of which it is talking so long or suggest me a way out.
Pls find below my .std and .anl files.
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