RCC Structures Design In a cantilever retaining wall without a heel slab All listed here Thickness of the stem is kept same throughout Base slab is made 10 cm thicker than the stem Width of the base slab is kept 0.7 time the total height of the wall All listed here Thickness of the stem is kept same throughout Base slab is made 10 cm thicker than the stem Width of the base slab is kept 0.7 time the total height of the wall ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The Young's modulus of elasticity of steel, is 200 KN/mm² 250 KN/mm² 275 KN/mm² 150 KN/mm² 200 KN/mm² 250 KN/mm² 275 KN/mm² 150 KN/mm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is 1400 kg/cm² 190 kg/cm² 230 kg/cm² 260 kg/cm² 1400 kg/cm² 190 kg/cm² 230 kg/cm² 260 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum permissible size of aggregates to be used in casting the ribs of a slab, is 10 mm 7.5 mm 15 mm 5 mm 10 mm 7.5 mm 15 mm 5 mm 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 (t + c)/n = (d + n)/n mc/t = n/(d - n) mc/t = (d - n)/t (m + c)/t = n/(d + n) (t + c)/n = (d + n)/n mc/t = n/(d - n) mc/t = (d - n)/t (m + c)/t = n/(d + n) ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the size of a column is reduced above the floor, the main bars of the columns, are All of the listed here Stopped just below the floor level and separate lap bars provided Bent inward at the floor level Continued up All of the listed here Stopped just below the floor level and separate lap bars provided Bent inward at the floor level Continued up ANSWER DOWNLOAD EXAMIANS APP
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