Sadi Özsaraç
New Member
Hello, I want to check the accuracy of the modeling of steel joints in several different projects I have done, and get ideas. The file I sent has the union that should be and my definition. Do you think this would be defined correctly? Or what combinations should I use? I am sending 2 files for 2 different projects. I would be very happy if you comment. Do I need to make any slack for the right-joining truss in Project 1? I tried to solve it by defining a different column on the column and giving it freedom, is the solution correct? Should I give freedom to the existing honeycomb beam ends for Project 2, if I should, should they be Major2 and Major 3 or should I make a different definition? Also, in these projects, I had to define a combined U-section. After the analysis, I saw that these columns were not analyzed. Is there a way for İdecad to decode these sections? I wish you a good day