Almost none of the building elements save.

M

mimarss

New Member
First of all, I wish you a good work. I'm having a problem with my project. Although my computer system is good, my analysis time takes a long time (about 90 minutes) is this a normal time? According to my prediction in the project, column and truss beam sections are sufficient, but no matter what I do, no matter how much I enlarge the sections, no matter how much I change, almost none of the structural elements are saved. I have a problem with the design of the building or the analysis settings in the project, I would appreciate it if you could help me, good work again. PROJECT LINK
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Re: project errors and section problems Hello; In your project, a wall load is seen on your central diagonal beams. And the wall load has been adjusted to be calculated according to the floor height, check if these conditions exist in your project, if your wall load is correct. If there will be no wall load, please go to the user defined section and set it to 0. The most important issue is that if you look at the deformations instead of going directly to all inadequacies, as you will see, you have knots that are not formed correctly, the scissors move without being tied to a place. The reason for this problem is the way you attach the heads of the trusses to the columns. When using this combination, connect only the column cap and the top cap of the scissors, and also the column cap and the bottom cap of the scissors. In short, you need to model the same combination twice to connect a truss to a column. When the above two cases are solved, you can see more favorable deformations, internal forces and design results. Good work.
 
Re: project errors and section problems Good work, Ms. Nurgül. I removed the wall loads on the beam. I made separate joints for the lower and upper heads in the truss joints. I added stability beams to the system. But I could not come to a conclusion. Is there a problem with it or are my sections not enough? I made my project smaller to shorten the analysis time. I would appreciate your interest and help, good work project link
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Re: project errors and cross-section problems Good work, Ms. Nurgül, I had one more question, what should I do to make it more economical in this project I added, what changes can I make
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good work
 
Re: project errors and section problems Hello; You have made the selection for open structures in the Wind subtab in the analysis settings. It is not suitable for your nature. Return to TS 498 normal type. Please take advantage of the program training videos and help file.
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Good work.
 
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