Curtain cut safety

I

izmirli_35_35

New Member
If there are errors in the post-analysis report, it appears. It reports when I fix these. DOES IDECAD'S REPORTING MEAN THAT THE ERRORS HAVE BEEN FIXED? EVEN IF I HAVE FIXED CURTAIN CUTTING SAFETY ERRORS, I SEE THERE ARE STILL CURTAINS IN THE REPORT THAT DO NOT PROVIDE CURTAIN CUTTING SECURITY. WHAT ARE THE PLACES I NEED TO CHECK IN THE REPORT?
 
Re: CURTAIN CUTTING SECURITY
"izmirli_35_35":3fnypj6g" said:
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REINFORCED CONCRETE--> I made the middle reinforcement interval of the basement floor P01 curtain in the middle reinforcement Q14/12, then I got a report without pressing the reinforced concrete button. ?
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See &quot;Shear/Forces Reinforcement Areas&quot; tab. The shear force based on shear safety Ve is calculated depending on the shear strength moment (TDY item 3.6. 6.3. Bearing power moment depends on the available reinforcement ratio. When you decrease the reinforcement spacing in the middle section of the wall, you increase the shear reinforcement ratio. This leads to an increase in the moment of bearing capacity. In the first position And <Vr olduğundan kesme güvenliği problemi oluşmuyor ama siz donatı miktarını arttırınca, taşıma gücü momenti arttığı için, Ve> It goes into VR state. Before changing the reinforcement: After changing the reinforcement: Accordingly, it is a normal result that you get an interrupt safety error in the report....
 
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