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  1. 2H3lp

    Clarification on the Interpretation of the Exception on Appendix D

    IBC 2009 Section 1908.1.9 exception 2 waives the ductile design requirement for anchors that resist wall out of plane forces determined per ASCE 7 eqn. 12.11-1(Fp=0.8*SDS*Wp). My question is: does this wall have to be a non-load bearing only? Or, can it include load bearing (you know axially...

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