curtain ratio control and rollover problem

M

matrax

New Member
I am drawing a basement + ground + 9 storey building and a 10 storey project for the first time. I am waiting for your suggestions. There is a problem with the 1st curtain ratio control. 2.there was a tipping problem at the moment, I don't know how to fix it. If there is a problem, what corrections should be made 3. Is there a problem with my modeling 4. I chose mixed ductility level, I chose the right url=http://s3.dosya.tc/server10/o4ePFg/k.kaya.rar.html]http://s3.dosya.tc/server10/o4ePFg/k.kaya.rar.html[/url] matrax
 
Hello, First, make the suggested corrections, see the results, if necessary, you can ask your question again by adding the final version of the project, according to the project you corrected.
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The situations detected in your project are entered as my curtain pipe named -P24 and 30 cm on the ground floor and 40 cm on the other floors. -The situation regarding the nomenclature of the stud beams has not improved in the basement and ground floor. You entered your ground safety stress as 11.7 tf/m2. When you add your G and Q lines in the floor parameters, you find the weight of your building excluding the foundation. Even when you divide this by your foundation area, your ground safety stress value is exceeded. Here, you should either reduce the weight of the building or different alternatives such as pile foundation and soil improvement can be evaluated.
 
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