Hi,
I'm doing a beam analysis using solidwokrs 2010
when I look a the shear moment diagram i have two directions. - dir1 dir2
in dir1 I get resault that appear to be correct but they are perpendicular to the plane they sould be on
in dir2 I get resaults that are about 0 but in a direction in which I would expect to have the reasults of dir1
Thanks,
Gil,
Gil,
SolidWorks has recognized there is a reporting error for the shear stress in a beam analysis. The SPR is 571336. I am not sure but I would assume that this may also be affecting the shear and moment diagram as well.
Ryan W.