71. The maximum value of hoop compression in a dome is given by (where, w = load per unit area of surface of dome R = radius of curvature d = thickness of dome)
72. Stress strain curve of high tensile steel
73. While designing the pile as a column, the end conditions are nearly
74. In a spherical dome subjected to concentrated load at crown or uniformly distributed load, the meridional force is always
75. For a continuous slab of 3 m x 3.5 m size, the minimum overall depth of slab to satisfy vertical deflection limits is
76. The main reinforcement in the heel of a T-shaped R.C. retaining wall is provided on
77. For walls, columns and vertical faces of all structural members, the form work is generally removed after
78. As compared to ordinary portland cement, high alumina cement has
79. The compressive strength of 100 mm cube as compared to 150 mm cube is always
80. Approximate value of shrinkage strain in concrete, is
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