Are shear-moment diagrams wrong in ANSYS Workbench 16.1 ?
I think I found an ERROR in ANSYS Workbench 16.1 and I hope someone can either CONFIRM or show me what I did wrong.
This is very important because I am teaching this material, but I do not have support from ANSYS, so I am asking for your help.
beam_static_structural.jpg : shows a cantilever beam 8 in long under line load -50 lb/in, E=29 msi, cross section 0.75 in wide by 1.5 in tall.
beam_triads.jpg: element triads clearly show cross section coordinates are aligned with global x-y-z coords