Hi,
In AID 113 there is a shear stress calculation for stiffeners. How is this stress calculated? I can't reproduce it with the loads I have for this stiffener.
Note that we also use AID 254 for a stiffener Von Mises check, which yields a zero shear stress. I have some sample calculations for this analysis which go through the shear stress calculations, but I still cannot match what I am seeing from AID 113.
Thank you