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In the attached example Robot only checks the shear force and not the moment capacity for the welded beam. If I change it to a standard profile it also checks the moment capacity.
The upper flange is stable against lateral torsional buckling.
Why isn't the check of the moment capacity for the maximum moment done for the welded beam?
The ratio is displayed at the location where its value is the largest (x=0L) but you may force other verification point e.g. in the middle of the beam
If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.
Artur Kosakowski
And how do I do to force the check to another point? I have searched but I can't find it.
http://forums.autodesk.com/t5/Autodesk-Robot-Structural/Steel-design/m-p/3340849 
Artur Kosakowski
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