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  1. theengineer7

    Pushover Analysis and Seismic Crane Mass

    Hi, I am running pushover analysis in SAP2000 on a wharf structure and have a few questions: 1. Do we need to reduce the moment of inertia before running the analysis as per the Icrack we get from the moment curvature curve or run with Igross and the software will automatically reduce it once...

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