## 1. Distribution of shear intensity over a rectangular section of a beam, follows:

## 2. If the shear stress in a R.C.C. beam is

## 3. In a pre-stressed member it is advisable to use

## 4. In a simply supported slab, alternate bars are curtailed at

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

_{max}at the ends, the distance from either end over which stirrups for the shear, are provided, is

## 6. Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of

## 7. In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination θ and pre-stressed load P. The net downward load at the centre is

## 8. If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

## 9. An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

## 10. The minimum clear cover for R.C.C. columns shall be

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