Reinforced concrete roof

A

actombo

New Member
Hello, 1-My first question is, I get the error that the number of mods is insufficient. I do not get this error when the number of mods is 70. Do you mind if I interfere with the number of mods that much? 2-The building will be prepared as an attic on the ground floor. In the attic floor, they want to raise the walls by 170 cm and place the roof on these walls. The roof has a cradle and the wall in the middle is 400 cm. I removed the columns in the outermost contour to 170 cm on the attic floor and 25/30 I connected it with a beam. I know that masonry on reinforced concrete is not healthy, there is no such opportunity in the program. If I did such a thing, would I have done a healthier job than a masonry structure on reinforced concrete, whose behavior I could not foresee? I am not sure, I will prepare such a project for the first time, if anyone has a different suggestion I can apply it too. I am attaching the project. Thank you for your help and interest
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Hello If you upload the download link to another file upload site, we will help you. Unver ÖZCAN
 
Thank you, Unver. There will be approximately 4 m walls inside, do I need to take any extra precautions for them?
 
Hello, -First of all, in your project, a column has been defined on the 1st floor over the P18-P19 curtains on the ground floor. Do not define columns on the curtain. Data entry in this way leads to the problem of vertical continuity. You can keep the screen in the same size or you can define a column size screen object. -There is no rigid diaphragm on the 1st floor in the project. Therefore, it is normal to need higher mod numbers. The number of mods must be increased necessarily to ensure sufficient mass participation rate. Or as a modal calculation method, activate the Ritz vectors method from the parameters. Good work
 
Hello friends, for the project I added below, I received a response from the local administration that it did not save, and they said that if I stack the last floor, it can be approved. It saves according to the program, but I wonder if there is a situation that I have overlooked, I would be happy if those who have ideas and opinions can help. thanks.
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Hi e.zrl Soil safety stress is 16.93>10 t/m2 Foundation loading is attached. As far as I can see, even if you stack the last floor, it will not save. Do ground improvement. Unver ÖZCAN
 
"unver":17io3dxl" said:
Hi e.zrl Soil safety stress is 16.93>10 t/m2 The foundation loading is attached. As far as I can see, even if you do masonry, it won't save the ground. Improve the ground. Ünver ÖZCAN
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thank you Mr. Ünver ÖZCAN
 
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