Any tutorial for this method?
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Hello,
We don’t have a specific example regarding the American Institute of Steel Construction - Direct Analysis Method.
You can have a look at our teddy examples for nonlinear beams:
Teddy - Data - Examples - ASE - english - nonlinear_beam - aseaqb_1_column_cracked.dat
Best Regards,
Your SOFiSTiK Support Team
i tried to use the AISC design with define imperfection and considering warping effect as in sofisitik bdk does not support the AISC code and i think it is weakness point
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