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  1. StrEngJim

    Drift limit of steel moment frame for wind load

    To my knowledge, ASCE 7-10 doesn't specify the drift limit for wind load. What is the industrial standard or recommendation for drift limit of steel moment frame against wind load? 1/100 or 1/200? I'm using Allowable Stress Design. This area is governed by wind load, not seismic load. Thanks...

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