Nonlinear Static Analysis in Autodesk Robot 2017 of a Steel Portal Frame

This tutorial describes how to conduct a nonlinear analysis in Autodesk Robot 2017 of a Steel Portal Frame Structure according to Eurocode 3. Enjoy!!!

[@MrMojoRule]

Thank you! I know that the video is old, and probably in the next video this issue could be resolved, but if you can show the mouse cursor will be great :D

[@pauloleviatto4962]

Great. Thank you!

[@amenyokor385]

I ENJOY IT

[@bold-erdeneyura6226]

Thank you!

[@jamesliu327]

Hi Endri, Thank you very much for sharing this with us. I just have a few questions regarding to your modal. 1. Will you consider the initial sway imperfection (EHF)? 2. How about introducing the rotational stiffness of the nominal pinned support. 3. Do you need to run the buckling analysis to see if the structure or members are sway sensitive. 4. do you need consider the bow imperfection of the rafters obviously they are also compression members? 5. can I ask why the calculations show the sway analysis for both axis are ignored for columns in GL 1 though I defined them as sway 1.0 facor?
Many thanks.

[@waheednishat]

very helpful

[@tarekmetrouni6743]

you can do a geometric nonlinear analysis for me if everything

[@ivancuaurel1117]

Thank you!