Steel Joint

serdagi

New Member
Hello, I'm trying to model a steel staircase, but I'm having trouble with some joint types. I haven't completed the model yet but I would like some help with my problem before I go too far. Below I have explained the model file and my problems with pictures. I wish everyone good work.
 
Hello again, I gave the final shape to the ladder. However, when I define metal flooring to the landings at the elevations where I define the floor beam, it defines the entire floor as in the picture below, and I want to define only the landing. In addition, some elements give errors when I analyze, I could not solve the problem. How can I make a modeling like in the picture, the combination of the stair-inclined column with the foundation, which I have shared the image of below, on a subject.
 
I fixed the combinations. Now you put the steps. If you make 5 floors instead of one floor, you can arrange the floor beams better.
 
Hello there; We would like to thank Mr. İbrahim for the information and arrangements. 1) To create the welded joint in your project, after selecting the joint, you must select both elements in sequence and then finish with the right button. Thus, the joint will be formed properly. 2) The reason for the problem in the Guse joint is due to the stance of the beam, it has been reported. In this version, you can use faceplate joints for this project. 3) If you define the floor for each level in the floor general settings, you will spend less time in modeling and steel drawings. 4) The reason for the insufficiency seems to be the deflection problem. The beam with deflection problem is the cantilever beam and the auxiliary beams attached to it. Good work.
 
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