RCC Structures Design 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 5 cm 20 cm 15 cm 10 cm 5 cm 20 cm 15 cm 10 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The effective span of a simply supported slab, is None of these Clear span plus effective depth of the slab Clear distance between the inner faces of the walls plus twice the thickness of the wall Distance between the centers of the bearings None of these Clear span plus effective depth of the slab Clear distance between the inner faces of the walls plus twice the thickness of the wall Distance between the centers of the bearings ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design 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 Three-fourth of the width of the slab Four-fifth of the width of the slab Half of the width of the slab Two-third of the width of the slab Three-fourth of the width of the slab Four-fifth of the width of the slab Half of the width of the slab Two-third of the width of the slab ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is 60° 30° 45° None of these 60° 30° 45° None of these ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If ‘W’ is the load on a circular slab of radius ‘R’, the maximum radial moment at the centre of the slab, is 3WR²/16 2WR²/16 WR²/16 5WR²/16 3WR²/16 2WR²/16 WR²/16 5WR²/16 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than 40 cm 20 cm 75 cm 30 cm 40 cm 20 cm 75 cm 30 cm ANSWER DOWNLOAD EXAMIANS APP
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