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  • Users: Ryanemma
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  1. Ryanemma

    CMU Shear Wall Base Connection

    I am designing a 45ft high 8" partially grouted cmu block wall (#4 @ 48"). I will have spandrels every 10ft to transfer wind load from CMU wall to steel columns. I specified a max deflection of the columns at h/240 and a max deflection of the spandrels at l/600. The steel columns are moment...

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