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  1. bcosm13

    Shear Stress in CBAR element under end in-plane torque load

    Hi all, I am new to MSC.Nastran/Patran. I have modeled a beam along Z-Direction (one end is fixed and other end is free) with CBAR elements. The cross section of the beam is box-shaped. The free end is loaded with torque load(Mz - XY Plane). The problem is I am not able to get any stress...

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