Hi,
I am currently modelling a one way slab with fixed support in STAAD.Pro CONNECT Edition V22 Update 2. I want to check whether the bending moment (local MY) obtained using plate stress contour and cut along line agree. I cut the slab using line in global Z-axis, and then selecting Stress Type: Mt-Line to obtain the MY.
However I found different values between both methods (see picture below)
Can anybody explain?
Thank you.
File attachment:
Result Along Line Verification Model v1.STD
Can you attach the related model?
Sure, I have attached in the edited post.
It appears that this is a known issues which is reported for the development team as a Bug #588963.