dibesh2063 SEFI Member
Joined: 26 Jan 2003 Posts: 14
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Posted: Wed Oct 24, 2007 4:30 pmPost subject: wide column analogy |
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Dear sefians, could you help me in how to do the element design of shear wall in staad.pro when we are modelling the shear wall through wide-column analogy? I mean how to get the element wise end forces for shear walls? with regards, dibesh
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