why shear is not considered in limit state of serviceability??



why shear is not considered in limit state of serviceability??..

Answer / nandan kumar

design of concrete structure by limit state method is generally on two criteria (!)limit state of failure and (2) limit state of serviceability . the shear criteria is the consider in failure criteria because due to increase shear above permissible value the failure of structure will occur
.For this region shear design is not done for serviceability criteria

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