RCC Structures Design A part of the slab may be considered as the flange of the T-beam if It is effectively bonded together with the beam Flange has adequate reinforcement transverse to beam All of the listed here It is built integrally with the beam It is effectively bonded together with the beam Flange has adequate reinforcement transverse to beam All of the listed here It is built integrally with the beam ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than One diameter of thinner bar Twice the diameter of thinner bar None of these One diameter of thicker bar One diameter of thinner bar Twice the diameter of thinner bar None of these One diameter of thicker bar ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is 0.696 % 0.596 % 0.796 % 0.496 % 0.696 % 0.596 % 0.796 % 0.496 % ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a cantilever retaining wall without a heel slab Base slab is made 10 cm thicker than the stem Thickness of the stem is kept same throughout Width of the base slab is kept 0.7 time the total height of the wall All listed here Base slab is made 10 cm thicker than the stem Thickness of the stem is kept same throughout Width of the base slab is kept 0.7 time the total height of the wall All listed here ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is 2WR²/16 WR²/16 3WR²/16 Zero 2WR²/16 WR²/16 3WR²/16 Zero ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The number of treads in a flight is equal to Risers in the flight Risers minus one None of these Risers plus one Risers in the flight Risers minus one None of these Risers plus one ANSWER DOWNLOAD EXAMIANS APP
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