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 qmax 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

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