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
46. If the size of a column is reduced above the floor, the main bars of the columns, are
47. For initial estimate for a beam design, the width is assumed
48. [A + (m - 1) ASC] known as equivalent concrete area of R.C.C. is given by
49. The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6
t/cm2, safe shear stress 5 kg/cm2 and B.M. 24 mt,
50. The maximum diameter of a bar used in a ribbed slab, is
Read More Section(RCC Structures Design)
Each Section contains maximum 100 MCQs question on RCC Structures Design. To get more questions visit other sections.