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If nominal shear stress is less than design shear strength of concrete, then:
  • a)
    Minimum shear reinforcement is to be provided.
  • b)
    Section is to be designed for shear.
  • c)
    Shear reinforcement is not required.
  • d)
    The section is unsafe.
Correct answer is option 'A'. Can you explain this answer?
Verified Answer
If nominal shear stress is less than design shear strength of concrete...
The minimum shear reinforcement is provided for the following:
(i) Any sudden failure of beams is prevented if concrete cover bursts and the bond to the tension steel is lost.
(ii) Brittle shear failure is arrested which would have occurred without shear reinforcement.
(iii) Tension failure is prevented which would have occurred due to shrinkage, thermal stresses and internal cracking in beams.
(iv) To hold the reinforcement in place when concrete is poured.
(v) The section becomes effective with the tie effect of the compression steel.
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Most Upvoted Answer
If nominal shear stress is less than design shear strength of concrete...
Nominal Shear Stress and Design Shear Strength

Nominal shear stress is the shear stress that is calculated using the basic principles of mechanics and material properties of the concrete. It does not take into account any additional reinforcing measures that may be taken to enhance the shear strength of the concrete.

Design shear strength, on the other hand, is the shear strength that is calculated by incorporating the additional reinforcing measures that have been taken to enhance the shear strength of the concrete.

Relation between Nominal Shear Stress and Design Shear Strength

If the nominal shear stress is less than the design shear strength of the concrete, it means that the basic principles of mechanics and material properties of the concrete are sufficient to resist the shear forces that the structure will experience.

In such a scenario, the section is designed for shear, and minimum shear reinforcement is to be provided. The minimum shear reinforcement is provided to ensure that the section does not fail due to shear even if the nominal shear stress is less than the design shear strength.

Conclusion

In conclusion, if the nominal shear stress is less than the design shear strength of the concrete, the section is designed for shear, and minimum shear reinforcement is to be provided. This ensures that the section does not fail due to shear, even if the nominal shear stress is less than the design shear strength.
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If nominal shear stress is less than design shear strength of concrete, then:a)Minimum shear reinforcement is to be provided.b)Section is to be designed for shear.c)Shear reinforcement is not required.d)The section is unsafe.Correct answer is option 'A'. Can you explain this answer?
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