Slab Stress Check is not Provided

Entire Message:

In the article TDY 7.11.3 , it is stated that the in-plane pressure, tensile and shear stresses resulting from the semi-rigid diaphragm solution of the slabs, taking into account the Excess of Strength Coefficient D, should provide sufficient strength.

Solution

• In the absence of maximum in-plane compressive stress control, the slab thickness can be increased.

• In the absence of maximum in-plane tensile and shear stress control;

  • Additional reinforcement can be added to the support area of ​​the relevant slab,

  • flooring reinforcement type can be selected as top flat+bottom flat ,

  • In the region where the tensile stress is high, a new reinforcement calculation axis can be defined and the amount of reinforcement in this region can be increased,

  • In the region where the tensile stress is high, a new slab can be defined with the help of the slab edge command and the reinforcement of this slab can be increased.

  • slab thickness can be increased,

  • the diameter of the floor reinforcements can be increased and the spacing can be reduced.

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