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Hi,
I am trying to design the top chords of bridge trusses using initial imperfection as a bow (robot feature - geometrical imperfection) and running a P-Delta analysis but it cannot converge. What is wrong?
Also, I would imagine the larg deformation would be needed.
Please advise.
the file is there https://inertiaconsulting-my.sharepoint.com/personal/tom_krok_inertiaconsulting_co_uk/_layouts/15/gu...
Solved! Go to Solution.