The shear reinforcement in RCC is provided to resist
- Adiagonal tensionCorrect
- Bdiagonal compression
- Chorizontal shear
- Dvertical shear
Solution
Concept
Purpose of shear reinforcement in RCC
Formula
NONE
Step-by-step solution
1. Shear forces in reinforced concrete beams induce principal tensile stresses along inclined planes near supports. 2. Concrete has low tensile strength and can fail abruptly due to these principal tensile stresses, known as diagonal tension. 3. Shear reinforcement (stirrups or bent-up bars) is specifically provided to carry these diagonal tension forces and prevent brittle failure. Answer: A
Explanation
When an RCC beam is subjected to shear forces, inclined tensile stresses develop near the supports, causing diagonal cracking. Since concrete is weak in tension, special shear reinforcement such as stirrups or bent-up bars must be provided. This steel reinforcement directly crosses potential diagonal cracks to safely carry the diagonal tension.
Why the other options are wrong
B) Concrete adequately resists diagonal compression without requiring steel reinforcement. C) Horizontal shear causes principal stresses that result in diagonal tension failure. D) Vertical shear creates diagonal tension cracks, which shear reinforcement directly resists.
Shortcut
Concrete is weak in tension, so shear reinforcement resists diagonal tension.
Common mistake
Assuming shear reinforcement directly resists direct shear stress rather than the induced principal diagonal tension.
Correct answer: A) diagonal tension