Hi everyone,
I'm working on UEL and studying wave propagation in beam. I have a special purpose beam element defined in UEL which has four nodes. When the beam is horizontal and a vertical load is being applied, it's working perfectly:
*Node
1, 0., 0., 0.
2, 0, 0.25, 0.
3, 0., 0., 0.
4, 0., 0.25, 0.
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