ermanguc
New Member
Good day, I need to make an easy steel structure project. After the analysis, although I have followed all the steps in the training videos on Youtube. When we come to the reports, Ne Kirişte Çelik is in love. Nor does it take the beam or steel purlin load on the columns. It only takes the self-weight of the element. I couldn't find the solution of putting the loads coming from the top down. Any idea as to the reason for this? Thank you very much in advance