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    Vierendeel Truss - ASCE Seismic Design Response Coefficient R Value

    I'm designing a Pedestrian Bridge linking two buildings. I am using a steel Vierendeel Truss for my gravity and lateral system. From ASCE 7-16 Table 12.2-1, what is the appropriate Seismic Force-Resisting System and its corresponding R, Omega, and Cd? Is C.4 Steel Ordinary Moment Frame or C.2...

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