Stiffness Reduction of Link Beams on ETABS
Stiffness Reduction of Link Beams on ETABS
(OP)
What would be a good value for stiffness modifiers in ETABS? Is there any rule of thumb on how to evaluate those?
Thanks!
Thanks!
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Stiffness Reduction of Link Beams on ETABS
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RE: Stiffness Reduction of Link Beams on ETABS