Hi Rajat
Please find attached a simple model and the same implemented in a Russian software for Structural design (Scad). I guess
that you don’t have Scad so I attach some screenshots of the software output for compare the results given by Staad.
I don’t understand how Staad select the frequency limit in accordance with the Russian Norms since based on that the wind
pressure change.
Thanks for your help.
- Mz
- Fx
Andrea Palmieri
Civil and Structural Engineering
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