![]() If I assign fixed support, then what would be for baseplate design consideration? biaxial moment should be considered or fixed isn't ok for baseplate?Ĥ. Does etabs automatic count for long columns, i mean if a column is slender column, will etabs will design it considering slender column design process and length factors? or will I have to do it manually and if so, how?ģ. ![]() can you please explain simply that when I will assign pinned support and when fixed in ETABS? Please do not mention huge geotechnical issues here as they just sometime make it much more complex, you please explain it simply with soil condition basing or footing based.Ģ. 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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February 2023
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