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Stiffness Reduction of Link Beams on ETABS

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!

RE: Stiffness Reduction of Link Beams on ETABS

For link beams, we have used values ranging from 10% to 25%. Look at the concrete book by Park & Paulay, it may have more info.

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