In a beam the local bond stress Sb is equal to...

Home / Civil Engineering / RCC Structures Design / Question

Examveda

In a beam the local bond stress S_b, is equal to

A. $$\frac{{{\text{Shear force}}}}{{{\text{Leaver arm}} \times {\text{Total perimeter of reinforcement}}}}$$

B. $$\frac{{{\text{Total perimeter of reinforcement}}}}{{{\text{Leaver arm}} \times {\text{Shear force}}}}$$

C. $$\frac{{{\text{Leaver arm}}}}{{{\text{Shear force}} \times {\text{Total perimeter of reinforcement}}}}$$

D. $$\frac{{{\text{Leaver arm}}}}{{{\text{Bending moment}} \times {\text{Total perimeter of reinforcement}}}}$$

Answer: Option A

Related Questions on RCC Structures Design

A. A circular curve

B. A straight line

C. A parabolic curve

D. An elliptical curve

View Answer

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

View Answer

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

View Answer

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

View Answer