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  • Users: pIwhabl
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  1. pIwhabl

    cracked stiffness?

    Hi guys, I have a question that I wish you can share your opinions. I have a core wall that looks like this (see below plan view) with two side walls. I have modeled it in FEA package and the bending moment along the core wall is a lot smaller compared to a cantilever model. I believe it is due...

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