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  1. surfsail

    wind sways/deflection critera, aisc dg#3 & 'pre-eng' metal buildings

    AISC Design Guide #3 (DG#3) suggests a 10 year return period wind pressures (~75% less) for checking element Deflection and building sway/drift. This seems like a effective ‘1/3 allowable deflection’ increase, contrary to overall structural engineering practice. The ‘AISC Code’ is not...

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