Slab max tensile control could not be achieved

Hello there; I reviewed your project. In transition floors, some stress concentrations occur due to the sudden shear force change at the points where the floors and curtains are connected. You can examine these cases from the slab finite element results. For example, I tried to show how the in-plane shear stresses are distributed in the picture below. Similarly, the distribution of in-plane axial tensile and compressive stresses can be examined. Here you can identify the points where the stresses increase and add additional reinforcement to the slabs. Or, you can circumvent this control by defining different reinforcements in areas where stresses increase by using the "Slab Edge" command. There is no other solution other than increasing the reinforcement in the relevant regions in order to overcome the in-plane shear and in-plane tensile stress controls. Because the majority of these controls depend on the reinforcement area defined in the slab. For more detailed information from the ideCAD Knowledge Base
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You can check the link and its subheadings. Best regards...
 
thank you very much for your help .. what causes shear safety and lack of reinforcement on the curtains and how solutions can be applied
 
"unalmh":1grz0mqe" said:
thank you very much for your help .. what causes shear safety and lack of reinforcement on the curtains, how can solutions be applied
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Hello, You can check the link below for curtain shear safety problem and possible solutions. //idecad.atlassian.net/wiki/spaces/IBB/pages/851446299/Curtain+cut+g+venli+i+sa+lanm+yorl[/url] Note: According to TBDY 2018 article 3.3.1.1a.) Check the status of the basement as being rigid. (In this case, it would be appropriate to mark the basement perimeter curtains on the 1st basement floor as "subbasement/non-continuing curtain in the upper floors")
 
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