72. If the permissible compressive stress for a concrete in bending i C kg/m2, the modular ratio is
74. For a continuous floor slab supported on beams, the ratio of end span Length and intermediate span length, is
75. If the length of an intermediate span of a continuous slab is 5m, the length of the end span is kept
76. If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by
77. According to I.S. : 456, slabs which span in two directions with corners held down, are assumed to be divided in each direction into middle strips and edge strips such that the width of the middle strip, is
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