RCC Structures Design For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is 5 2 3 1 5 2 3 1 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum cube strength of concrete used for a pre-stressed member, is 150 kg/cm² 250 kg/cm² 50 kg/cm² 350 kg/cm² 150 kg/cm² 250 kg/cm² 50 kg/cm² 350 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt, Is safe in shear Is unsafe in shear Is over safe in shear Needs redesigning Is safe in shear Is unsafe in shear Is over safe in shear Needs redesigning ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The spacing of transverse reinforcement of column is decided by the following consideration. The least lateral dimension of the column Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column All listed here Forty-eight times the diameter of transverse reinforcement The least lateral dimension of the column Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column All listed here Forty-eight times the diameter of transverse reinforcement ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Spacing of stirrups in a rectangular beam, is Kept constant throughout the length Decreased towards the centre of the beam Increased at the ends Increased at the centre of the beam Kept constant throughout the length Decreased towards the centre of the beam Increased at the ends Increased at the centre of the beam ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam Are bent up at suitable places to serve as shear reinforcement Are curtailed if not required to resist the bending moment Are bent down at suitable places to serve as shear reinforcement Are maintained at bottom to provide at least local bond stress Are bent up at suitable places to serve as shear reinforcement Are curtailed if not required to resist the bending moment Are bent down at suitable places to serve as shear reinforcement Are maintained at bottom to provide at least local bond stress ANSWER DOWNLOAD EXAMIANS APP
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