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  1. Scullysguy

    AISC-05 Seismic Provisions

    In designing SCBF and OCBF, both sections talk about designing the brace connections for the lesser of (2) loads. (1) the expected yield strength of the brace "Tu" and (2) the maximum load effect "Pu" that can be delivered to the brace by the system" (see sections 13.3a and 14.4). What is meant...

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