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Turkish Hello, I am using ribbed flooring in a project. But when I examine the structural model, these rib slab meshes connect directly with the nodes of the column section meshes. I guess that's why the program checks for stapling even though it's a beamed slab, and it gives a stapling error because the ribbed slab is too thin. I am attaching the picture below. My question: Do we have a chance to turn off the stapling control on the columns? Or how else can I solve this problem. Thanks
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Column Punch Control in Beam Floor
- Thread starter kyuceturk
- Start date
Levent Özpak
New Member
Hello, In the program, stapling control is not performed on the columns that sit on the ribbed floor. If you add the project, we can review the situation. Good work
Hello again; The file link is below
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Levent Özpak
New Member
It is seen that there is a stapling problem due to the beamless raft foundation in the project you added. Good work