So now can you please tell me in short if you don't mind please, that the using of SAP why better or you prefer for steel analysis and member sizing than ETABS? What privileges I will get better in SAP than ETABS for steel? And also, so for connection design or baseplate, Can I do that from connection loads or forces output from SAP and in RAM connection if you know, as I will have to learn that and I am not in touch with any fabricator ? Thanks again for hanging out with me and providing informative information, I am really gratefulĪnd please help with these issues I posted another thread and now deleting and so posting here :ġ.
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December 2022
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