Slab Stress Control Error

Hello. My guess is that you have taken the ground safety tension as before. You must get ground bearing strength. This is about 2.5 times the value compared to the past. Ask the person who wrote the floor report for this value. If you enter this value in your project, you will not get a stress error. Unver ÖZCAN
 
"vtutkal":b8eepq3g" said:
Good afternoon, I couldn't fix the slab tension control error in the analysis I made in Idecad 10 version, can you help? The project is attached
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Hello, you can solve the problem by arranging reinforcement on floors that exceed the limit in basement 1. Depending on the location of the slab and the supporting conditions Arrangements to be made as and/or as follows: a) By adding an addition to the relevant slab support b) By making the slab reinforcement type top flat+bottom flat c) By increasing the slab thickness d) By increasing the slab reinforcement or reducing the spacing. The project where the shear stress control errors were corrected is attached:
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