Different deflections for slabs in a symmetric building in ETABS
Different deflections for slabs in a symmetric building in ETABS
(OP)
Hi
I'm modeling a symmetric building on ETABS for practice and I noticed that the higher the slab is the larger the deflection. I'm afraid that I have column shortening which results in cumulative deflections.
What can I do to check what is wrong ?
I'm modeling a symmetric building on ETABS for practice and I noticed that the higher the slab is the larger the deflection. I'm afraid that I have column shortening which results in cumulative deflections.
What can I do to check what is wrong ?





RE: Different deflections for slabs in a symmetric building in ETABS
Jason McKee
proud R&D Manager of
Cross Section Analysis & Design
Software for the structural design of cross sections
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Reinforcement Design etc.