## 41. The maximum area of tension reinforcement in beams shall not exceed

## 42. An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

## 43. Lapped splices in tensile reinforcement are generally not used for bars of size larger than

## 44. After pre-stressing process is completed, a loss of stress is due to

## 45. If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

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