81. In the zone of R.C.C. beam where shear stress is less than 5 kg/cm2, nominal reinforcement is provided at a pitch of
82. Distribution reinforcement in a simply supported slab, is provided to distribute
83. If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is
84. The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as
85. The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or
86. Long and short spans of a two way slab are $${l_{\text{y}}}$$ and $${l_{\text{x}}}$$ and load on the slab acting on strips parallel to $${l_{\text{x}}}$$ and $${l_{\text{y}}}$$ be wx and wy respectively. According to Rankine Grashoff theory
87. A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n1. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is
88. The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is
89. If ‘W’ is the load on a circular slab of radius ‘R’, the maximum radial moment at the centre of the slab, is
90. If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is
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