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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