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  1. RFGMT

    ASCE 7 seismic shear walls with concrete frame; dual system or not?

    Consider a reinforced concrete building frame (beams and columns) with concrete shear walls (between and integral with the columns) designed for seismic resistance per ASCE 7-05 in SDC C or worse. Can this system be classified as a "B. Building Frame System" per Table 12.2-1 or MUST it be...

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