RCC Structures Design If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than 7 mm 6 mm 5 mm 4 mm 7 mm 6 mm 5 mm 4 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as A key A cut-off wall A rib All listed here A key A cut-off wall A rib All listed here ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The thickness of base slab of a retaining wall generally provided, is One-third of the width of the stem at the bottom One fourth of the width of the steam at the bottom Width of the stem at the bottom One half of the width of the stem at the bottom One-third of the width of the stem at the bottom One fourth of the width of the steam at the bottom Width of the stem at the bottom One half of the width of the stem at the bottom ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is WL²/16 WL²/47 WL/8 WL²/24 WL²/16 WL²/47 WL/8 WL²/24 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be 8hp/l² 8hp/l 8hl/p² 8hl/p 8hp/l² 8hp/l 8hl/p² 8hl/p ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is A/P P/2A 2A/P P/A A/P P/2A 2A/P P/A ANSWER DOWNLOAD EXAMIANS APP
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