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  1. varadkamath1

    PAtran SPC Forces

    Hi all, I have a steel plate with 4 bolt locations that i have modelled woth rbe2 elements. The loading is at a distance on a lug again modelled by rbe2 at cg of bolts. I have constrained the rbe2 bolt locations in 3 dof. I applied a load of 1000n in X direction. According to conventional...

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