Curtain MUSCLE Error

mertkaanari

New Member
Hello, I have a reinforced concrete project. It consists of 2BK+1 ZK+1 NK. 1. I'm getting curtain CAS error in BK, I can't fix it. Can you help me? Where am I doing wrong? I can't add the project either. It says the file is too large even though I compressed it
 
"mertkaanari":385zt82y" said:
Hi, I have a reinforced concrete project. It consists of 2BK+1 ZK+1 NK. 1. I'm getting curtain KAS error in BK, I can't fix it. Can you help? Where am I going wrong? I can't add the project either. It says the file is too big even though I compressed it
You can upload your project in cde format to the following web page and link it
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"mertkaanari":303et3ac" said:
Hi, I have a reinforced concrete project. It consists of 2BK+1 ZK+1 NK. 1. I get curtain KAS error in BK, I can't fix it. Can you help? Where am I going wrong? I can't add the project either. It says the file is too large even though I compress it
The problem of shearing on the curtains is due to the lack of cross-section or horizontal reinforcement (stirrup).Detailed information in the "TDY 2007 item 3.6.7., Equation 3.18" Curtain / Curtain Group Shear Safety Report If -Ve>Vr, there is a lack of horizontal body reinforcement (stirrup). The problem can be solved by choosing larger reinforcement diameters. -And if >0.85*Ac*Fcd, it means that the limit values are exceeded. The width/length of the curtain can be enlarged. Increasing the length of the wall will increase the stiffness of the wall and therefore the shear force that the wall will receive. It may not always be a solution.), higher strength concrete can be used, arrangements in the carrier system to reduce the shear force on the wall can be done etc. (New curtains can be added to the system, the dimensions of other carrier elements can be increased, etc.) You can also examine the link below on this subject.
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When the Curtain Group Cutting safety report is analyzed in your project, the problem is caused by the lack of stirrups. is seen. In the shear group reinforced concrete dialog, remove the conditions in the Ds column. Select larger stirrup diameters for PERde stirrups from the reinforcement selection dialog and analyze. CAS problem is solved. Note: DO NOT define P14-P15 basement curtains as group curtains on the basement floor. In the final analysis, we recommend that you analyze curtain slab and raft finite element widths by reducing -for example, by making 25 cm-.
 
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