I modeled a bridge on ANSYS APDL and added cross bracings / diaphragms as shown below. The diaphragms are not straight along the x or y or z direction, they are inclides BEAM188 elements.
how can I get the axial stress for inclined Beam188 elements?
by using an Element Table, see Ansys Help
thank you for answering Dr.,
I already know how to get axial force for truss members (LINK180) by using element tables. Is it the same procedure for beam 188?
Yes
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