I already found the problem!
I was looking for the shear stress with the SYZ for the web and for the flange, but to see the shear stress at the flange I have to look at the SXY stress, because its the shear stress in the horizontal plane...
Anyway thank you very much for replying whitwas! I...
Hi all,
I am currently working on a project about FEA with the open source program Calculix.
I am doing the analysis of an I-beam with one fix extreme and an applied load at the other free extreme of the beam with shell elements.
As boundary conditions I only stablish the fix extreme...