If the depth of actual neutral axis of a doubly reinforced beam
A. Is greater than the depth of critical neutral axis, the concrete attains its maximum stress earlier
B. Is less than the depth of critical neutral axis, the steel in the tensile zone attains its maximum stress earlier
C. Is equal to the depth of critical neutral axis; the concrete and steel attain their maximum stresses simultaneously
D. All the above
Answer: Option D
Solution (By Examveda Team)
Understanding Doubly Reinforced Beams and Neutral AxisLet's break down this question step-by-step to understand what it's asking.
Key Concepts:
* Doubly Reinforced Beam: This is a beam that has steel reinforcement in both the tension zone (bottom) and compression zone (top).
* Neutral Axis (NA): This is the line within the beam where there is neither tensile nor compressive stress. It's the point where the stress changes from compression to tension.
* Actual Neutral Axis: The actual position of the neutral axis in a real beam under load. It's determined by the equilibrium of forces.
* Critical Neutral Axis: This is a theoretical position of the neutral axis. It's the depth where the concrete and steel reach their maximum allowable stresses simultaneously.
Maximum Stress:
Think of 'maximum stress' as the point where the material (concrete or steel) starts to yield or fail.
Explanation of Options:
* Option A: "Is greater than the depth of critical neutral axis, the concrete attains its maximum stress earlier"
* If the actual neutral axis is *deeper* than the critical neutral axis, it means the compression zone is larger.
* A larger compression zone implies the concrete is experiencing higher compressive stresses.
* Therefore, the concrete reaches its maximum stress (and potentially fails) before the steel reaches its maximum tensile stress.
* Option B: "Is less than the depth of critical neutral axis, the steel in the tensile zone attains its maximum stress earlier"
* If the actual neutral axis is *shallower* than the critical neutral axis, it means the tension zone is larger.
* A larger tension zone means the steel is experiencing higher tensile stresses.
* Therefore, the steel reaches its maximum stress (and potentially yields) before the concrete reaches its maximum compressive stress.
* Option C: "Is equal to the depth of critical neutral axis; the concrete and steel attain their maximum stresses simultaneously"
* This is the definition of the *critical* neutral axis.
* When the actual neutral axis matches the critical neutral axis, both the concrete and steel reach their maximum allowable stresses at the *same time*. This is the ideal balanced design.
* Option D: All the above
* Since options A, B, and C are all correct under their respective conditions, this is the correct answer.
Therefore, the correct answer is D: All the above.
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Comments (1)
Distribution of shear intensity over a rectangular section of a beam, follows:
A. A circular curve
B. A straight line
C. A parabolic curve
D. An elliptical curve
If the shear stress in a R.C.C. beam is
A. Equal or less than 5 kg/cm2, no shear reinforcement is provided
B. Greater than 4 kg/cm2, but less than 20 kg/cm2, shear reinforcement is provided
C. Greater than 20 kg/cm2, the size of the section is changed
D. All the above
In a pre-stressed member it is advisable to use
A. Low strength concrete only
B. High strength concrete only
C. Low strength concrete but high tensile steel
D. High strength concrete and high tensile steel
In a simply supported slab, alternate bars are curtailed at
A. $${\frac{1}{4}^{{\text{th}}}}$$ of the span
B. $${\frac{1}{5}^{{\text{th}}}}$$ of the span
C. $${\frac{1}{6}^{{\text{th}}}}$$ of the span
D. $${\frac{1}{7}^{{\text{th}}}}$$ of the span

Only option A is correct
Option B for singly
Option C for balance