If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and $${\sigma _{\text{c}}}$$ are the modular ratio and maximum stress in the configuration of concrete, the strength of column is
A. $${\sigma _{\text{c}}}{{\text{A}}_{\text{c}}} + {\text{m}}{\sigma _{\text{c}}}{{\text{A}}_{{\text{sc}}}}$$
B. $${\sigma _{\text{c}}}\left( {{\text{A}} - {{\text{A}}_{{\text{sc}}}}} \right) + {\text{m}}{\sigma _{\text{c}}}{{\text{A}}_{{\text{sc}}}}$$
C. $${\sigma _{\text{c}}}\left[ {{\text{A}} + \left( {{\text{m}} - 1} \right){{\text{A}}_{{\text{sc}}}}} \right]$$
D. All the above
Answer: Option D
This Question Belongs to Civil Engineering >> RCC Structures Design
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
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