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  • Users: TechPoly
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  1. TechPoly

    Torsional Moment Loads from ASCE 7 Wind

    I am working on a light-framed, 2 and 3 story residence, using the analytical method of the ACSE 7-05 Standard. Does anyone know how to transfer the torsional moment in wind load cases 2 and 4 into the shearwall lines? The ASCE is somewhat vague about this and other books I have obtained...

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