Steel Column Beam Joint

vforvendett4

New Member
Hello, in the first project I tried to learn, which joint detail should I choose for the beams and the column? Do you think the cross-sections are sufficient for this model I want to make?
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Hello there; You are getting an analysis error in your project due to your reinforced concrete modeling errors. First of all, fix the errors by checking the geometry. For steel, you do not meet the earthquake code cross-section requirement due to your ductility level. You need to increase the cross section. Good work.
 
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