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  1. cantthinkofaname

    horizontal distribution of wind loads to vertilal elements

    Hi there, With seismic loads, and a rigid floor diaphragm I apply the load at the center of mass and let the computer distribite the force to the braces according to theirrelative stiffness's. Is wind load on a building with rigid diaphragms applied in the same way? Or is wind load applied to...

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