Hello. You can check "Creating a rigid diaphragm" option in the Static tab of the properties (or enter a small value such as -0.1 cm for low floors)."referansstatic":2538bafr" said:in my project, although I changed the dimensions of 5 columns, stirrup spacings and reinforcement diameters, I could not ensure the cutting safety of these 5 columns, can you help me? [url =https://drive.google.com/open?id=1mpNRnBApvemwFQBhPR_pzOSpuAshgY0s]https://drive.google.com/open?id=1mpNRn ... SpuAshgY0s[/url]
hello levent brother, thank you, you helped me yesterday, but what is the logic of canceling this rigid creation or the logic of the other choice, if I solve it without memorizing"Levent Özpak":1d0uh6eu" said:Hello, you can check the "Create rigid diaphragm" option in the Static tab of the properties of low floors. (or enter a small value such as -0.1 cm. for low floors.) Shear safety problem in columns will be solved. Good work"referencestat":1d0uh6eu" said:in my project, although I changed the dimensions of 5 columns, stirrup density and reinforcement diameters, these 5 columns Can you help me what is the reason I couldn't provide the cutting security?You do not have permission to view link Log in or register now.
"referencestatic":ovuc6500" said:hello levent brother thank you you helped me yesterday but what is the logic of canceling this rigid creation or the logic of your other choice if I solve it without rote[/ quote] Hello, There is a special case of creating finite element meshes in your project in v10.17. This situation has been fixed in the soon-to-be released v10.18 version. You may want to remove the "rigid diaphragm creation" option, as there is an increase in the shear force of the columns due to low slabs in your project. I suggested that you give the floor level a value of -0.01 cm. Normally, it is not necessary to interfere with the rigid diaphragm forming conditions of the floors. Good work
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