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  1. SgherPE

    Retaining Wall, Resp Modr Factor

    Hello to all! Would you use ASCE-7 Table 12-2-1 Design Coeff and Factors for Seismic Force Resisting Systems to find R for an isolated perimeter masonry 8' H wall (barely a retaining wall with 2' of retained soil )? What value of R should it be? On another note, what R have you guys used for...

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