91. The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes
92. For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is
93. For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to
94. A circular slab subjected to external loading, deflects to form a
95. If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm2, the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is
96. The weight of reinforced concrete, is generally taken as
97. A pre-cast pile generally used, is
98. If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by
99. As per IS : 1343, total shrinkage for a pre-tensioned beam, is
100. The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called
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