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  1. dbockoven

    ASCE7-02 Table 9.5.2.8 vs Section 9.5.5.7.2

    Hello I have a 7-story concrete structure with a combined lateral resisting system in the x direction of shear walls and ordinary moment resisting frames. based on section 9.5.5.7.2 of ASCE 7-02 my thetamax = 0.1 which also happens to be the limit at which you should consider p-delta effects...

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