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The contribution of bent up bars towards shear resistance shall not be more than
- a)50% of total shear reinforcement
- b)40% of total shear reinforcement
- c)55% of total shear reinforcement
- d)30% of total shear reinforcement
Correct answer is option 'A'. Can you explain this answer?
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Verified Answer
The contribution of bent up bars towards shear resistance shall not be...
Total shear strength = shear resistance of effective concrete area as a function of longitudinal bars + shear resistance of vertical shear stirrups + shear resistance of-inclined shear stirrups.
Tests have shown that inclined bars alone do not provide a satisfactory solution and their contribution is limited to 50% of net shear strength after deducting the contribution of concrete. The remaining shear resistance is provided by vertical stirrups.
Tests have shown that inclined bars alone do not provide a satisfactory solution and their contribution is limited to 50% of net shear strength after deducting the contribution of concrete. The remaining shear resistance is provided by vertical stirrups.
Most Upvoted Answer
The contribution of bent up bars towards shear resistance shall not be...
The contribution of bent-up bars towards shear resistance is limited to a certain percentage of total shear reinforcement. This is because, in reinforced concrete structures, the bending moment and shear force are two major forces that act on the structure. The bent-up bars provide additional reinforcement to resist the shear force in the structure.
Limitations on the contribution of bent-up bars towards shear resistance:
The following are the limitations on the contribution of bent-up bars towards shear resistance:
1. Code provisions: As per the provisions of the code, the contribution of bent-up bars towards shear resistance shall not be more than 50% of the total shear reinforcement.
2. Structural safety: The contribution of bent-up bars towards shear resistance should not exceed a certain limit as it may affect the structural safety of the structure.
3. Ductility: The use of bent-up bars beyond a certain limit may also affect the ductility of the structure.
4. Structural stability: The contribution of bent-up bars towards shear resistance should not affect the structural stability of the structure.
Conclusion:
In conclusion, the contribution of bent-up bars towards shear resistance is an important aspect to be considered while designing reinforced concrete structures. The use of bent-up bars beyond a certain limit may affect the structural safety, ductility, and stability of the structure. Therefore, the code provisions should be strictly followed while designing the reinforcement for shear resistance.
Limitations on the contribution of bent-up bars towards shear resistance:
The following are the limitations on the contribution of bent-up bars towards shear resistance:
1. Code provisions: As per the provisions of the code, the contribution of bent-up bars towards shear resistance shall not be more than 50% of the total shear reinforcement.
2. Structural safety: The contribution of bent-up bars towards shear resistance should not exceed a certain limit as it may affect the structural safety of the structure.
3. Ductility: The use of bent-up bars beyond a certain limit may also affect the ductility of the structure.
4. Structural stability: The contribution of bent-up bars towards shear resistance should not affect the structural stability of the structure.
Conclusion:
In conclusion, the contribution of bent-up bars towards shear resistance is an important aspect to be considered while designing reinforced concrete structures. The use of bent-up bars beyond a certain limit may affect the structural safety, ductility, and stability of the structure. Therefore, the code provisions should be strictly followed while designing the reinforcement for shear resistance.
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The contribution of bent up bars towards shear resistance shall not be more thana)50% of total shear reinforcementb)40% of total shear reinforcementc)55% of total shear reinforcementd)30% of total shear reinforcementCorrect answer is option 'A'. Can you explain this answer?
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