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    IBC out-of-plane anchorage for conc wall

    with the old UBC/CBC, there was a 1.4 factor for anchorage forces to steel resisting elements, and an 0.85 factor for the forces to wood elements (1633.2.8.1). Looking at ASCE 7-05, section 12.11.2.2, I see that steel forces are still multiplied by 1.4, but is the 0.85 factor gone for wood?

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