Sep 12, 2006 #1 nateTdot Structural May 12, 2006 4 What would be a good value for stiffness modifiers in ETABS? Is there any rule of thumb on how to evaluate those? Thanks!
What would be a good value for stiffness modifiers in ETABS? Is there any rule of thumb on how to evaluate those? Thanks!
Sep 14, 2006 #2 prsconsultant Structural Oct 7, 2003 152 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. Upvote 0 Downvote
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.
