Cutting safety

You chose the R coefficient as 6 and accepted the high altar. Since your alpha s value is above 0.70 in each good direction, choose a mixed system for R=6. If you increase the shear safety problem in a few of your curtains in the narrow direction, there is no problem in your project. Greetings G. KÖSE
 
"zaferuu":2uxx470b" said:
Hi, how can I fix the shear safety error on curtains and beams in the project I added. I would appreciate if you can help me
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Also in your project Right slab edge of D13 slab on ground and normal floors does not connect to K14 beam, so slab formation problem there is.
 
"zaferuu":gdpozgtg" said:
HOD HOW DID YOU KNOW THAT THE FLOOR WAS NOT CONNECTED TO THE BEAM? I DID NOT KNOW
There was a network failure message when analyzing your project. Therefore, we checked whether the tiles were defined correctly.
 
Since your alpha s value is above 0.70 in each good direction, choose a mixed system for R=6. If you increase the shear safety problem in a few of your curtains in the narrow direction, there is no problem in your project. I applied these things to my project. However, I encountered an error like ''mixed system was selected but the ratio of the sum of the curtain shear forces to the total base shear force is less than 0.40''. I couldn't solve it, can you help me?
 
You need to increase the reinforced concrete shears in your system, or make structural changes to shift the earthquake effects from the columns to the shears. (In order to calculate the mixed system, you must carry at least 40% of the earthquake base shear force to the shear walls). Examine regulation clause 2.5.4.1.
 
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