If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

A. $$\frac{{\text{L}}}{2}\left( {1 - \frac{3}{{{{\text{q}}_{\max }}}}} \right)$$

B. $$\frac{{\text{L}}}{3}\left( {1 - \frac{5}{{{{\text{q}}_{\max }}}}} \right)$$

C. $$\frac{{\text{L}}}{2}\left( {1 - \frac{5}{{{{\text{q}}_{\max }}}}} \right)$$

D. $$\frac{{\text{L}}}{2}\left( {1 - \frac{2}{{{{\text{q}}_{\max }}}}} \right)$$

Answer: Option C

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Related Questions on RCC Structures Design

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