Dear Community
I have an issue regarding uniform eleLoad application on 3D nonlinearBeamColumn in OpenSees 2.5.0 version. I get all my element forces as zero even through my element has some amount of uniform eleLoad on it. I suppose that there could be bug in this version. It works in 2.4.4 version. But, I have some issues with unbalance of forces in beam members in that version also. Any solution?
eleLoad problem in OpenSees 2.5.0 version
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