jagan0819 ...
Joined: 30 Mar 2016 Posts: 53
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Posted: Wed Aug 24, 2016 6:49 amPost subject: regarding assignment of slab and wall as shell in etabs |
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sefians
i have modeled a space frame in etabs 2015 and assigned slab section as thin shell and wall section as membrane and analysed and designed it , and again i have designed same model by removing slab and wall shell and assigned their load as frame load(UDL) on beams....but the reinforcement results are different from each other.i have attached two files |
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