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  • Users: jcap
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  1. jcap

    Prying Force Calculation Error in Column/Beam End-Plate Moment Connection

    I am designing a 4-Bolt Column/Beam End-Plate Moment Connection with RISACon v4.0.2 My column flange isn't thick enough compared to bolt moment strength capacity, so there will be bolt prying. Therefore, I'm adding transverse stiffeners to increase column flange resistance. However, I'm...

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