There is no beam under normal force.

O

Onrugrlu

New Member
Good afternoon, I am working on a vaulted steel structure project. After analyzing, the top page of the report states that there is no beam under normal force in your project. I mean, of course, he doesn't see it as a mistake, but can you explain why he submitted this article to us in the report?
 
Re: steel reports Hello; I think you prevented your beams from working on axial force by entering a union instead of defining freedom from steel beam properties in your project. As you can see in the image, the program would give a warning if you tried to enter freedom. Please recheck your project accordingly. Depending on your choice of carrier system, you must have moment-transmitting or articulated beams. If you are going to carry out a special design, you can realize the freedoms such as axial force, torsional freedom by defining steel beam properties, freedoms section or support to the joint points. Good work.
 
Re: Steel reports Hello; In fact, if you examine the section effects, there is axial load on all beams and braces, but the report is written as a warning. We can't get this situation when we create a new model. For this reason, I ask you to close the program, open the program again while holding down ctrl + shift. A cache cleared warning will appear in front of you. Then re-enter the similar project. But during model entry, first create the 2 columns and beams. Build the beam straight, make the cantilever outputs, then adjust the curvature. Enter and edit the last crosses. At this stage, you do not need to enter any combination, analyze once, get an optional report and check if there is a warning. Then continue with the other modeling steps. You can check it by doing similar operations in the attached project. Good work.
 
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