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problem with ETABS
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- Subject: problem with ETABS
- From: HAKAN EZCAN <cxath(--nospam--at)yahoo.com>
- Date: Sun, 2 Apr 2000 13:11:41 -0700 (PDT)
hi all.., i have a question to all who especially use etabs program , we are using the structural analysis program that own written about 20 years, i want to use etabs but im very new on it and i dont know yet how to fix that : in our code we must check the building for quake loads when they effect center of gravity of slabs and 0.05 percent eccentricity + and - for each directions x ,y so we design the building for most significant forces of total 12 load cases (3 of each direction x,y -x,-y ) im workin on it, can any body tellme how to calculate that on etabs , because etabs has only 3 lateral load cases as ive seen thanks :) __________________________________________________ Do You Yahoo!? Talk to your friends online with Yahoo! Messenger. http://im.yahoo.com
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