test I have a doubt or a misunderstanding of this CalculiX user type
userbeam.inp example I change
*CLOAD argument from
2,3,1. I expected to obtain the same absolute values for displacements and section forces (sign and position may change). For displacements this effectively happens, but not for sections forces. I expected the same absolute results because properties given in
*BEAM SECTION are symmetrical (same moment of inertia for local
1-direction and local
Am I misunderstanding something?