RCC Structures Design A foundation rests on Base of the foundation Foundation soil Both B and C Sub-grade Base of the foundation Foundation soil Both B and C Sub-grade ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Lapped splices in tensile reinforcement are generally not used for bars of size larger than 18 mm diameter 24 mm diameter 30 mm diameter 36 mm diameter 18 mm diameter 24 mm diameter 30 mm diameter 36 mm diameter ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The percentage of minimum reinforcement of the gross sectional area in slabs, is 0.12 % 0.15 % 0.18 % 0.10 % 0.12 % 0.15 % 0.18 % 0.10 % ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For initial estimate for a beam design, the width is assumed 1/20th of span 1/30th of span 1/15th of span 1/25th of span 1/20th of span 1/30th of span 1/15th of span 1/25th of span ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a doubly-reinforced beam if ‘c’ and ‘t’ are stresses in concrete and tension reinforcement, ‘d’ is the effective depth and ‘n’ is depth of critical neutral axis, the following relationship holds good (m + c)/t = n/(d + n) (t + c)/n = (d + n)/n mc/t = (d - n)/t mc/t = n/(d - n) (m + c)/t = n/(d + n) (t + c)/n = (d + n)/n mc/t = (d - n)/t mc/t = n/(d - n) ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is 16 cm² 14 cm² 15 cm² 17 cm² 16 cm² 14 cm² 15 cm² 17 cm² ANSWER DOWNLOAD EXAMIANS APP
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