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 3WR²/16 WR²/16 2WR²/16 Zero 3WR²/16 WR²/16 2WR²/16 Zero ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design As per IS : 456, the reinforcement in a column should not be less than 0.7% and not more than 7% of cross-sectional area 0.8% and not more than 8% of cross-sectional area 0.5% and not more than 5% of cross-sectional area 0.6% and not more than 6% of cross-sectional area 0.7% and not more than 7% of cross-sectional area 0.8% and not more than 8% of cross-sectional area 0.5% and not more than 5% of cross-sectional area 0.6% and not more than 6% of cross-sectional area 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 15 cm² 16 cm² 14 cm² 17 cm² 15 cm² 16 cm² 14 cm² 17 cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For a number of columns constructed in a rcjw, the type of foundation provided, is Strap Raft Footing Strip Strap Raft Footing Strip ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The thickness of the topping of a ribbed slab, varies between 3 cm to 5 cm 8 cm to 10 cm 12 cm to 15 cm 5 cm to 8 cm 3 cm to 5 cm 8 cm to 10 cm 12 cm to 15 cm 5 cm to 8 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A circular slab subjected to external loading, deflects to form a Ellipsoid None of these Semi-hemisphere Paraboloid Ellipsoid None of these Semi-hemisphere Paraboloid ANSWER DOWNLOAD EXAMIANS APP
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