RCC Structures Design A circular slab subjected to external loading, deflects to form a Paraboloid None of these Semi-hemisphere Ellipsoid Paraboloid None of these Semi-hemisphere Ellipsoid 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 14 cm² 16 cm² 17 cm² 15 cm² 14 cm² 16 cm² 17 cm² 15 cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design On piles, the drop must be at least 120 cm 80 cm 124 cm 123 cm 120 cm 80 cm 124 cm 123 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For a ribbed slab Clear spacing between ribs shall not be greater than 4.5 cm Width of the rib shall not be less than 7.5 cm Overall depth of the slab shall not exceed four times the breadth of the rib All listed here Clear spacing between ribs shall not be greater than 4.5 cm Width of the rib shall not be less than 7.5 cm Overall depth of the slab shall not exceed four times the breadth of the rib All listed here ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a pre-stressed member it is advisable to use Low strength concrete only High strength concrete and high tensile steel Low strength concrete but high tensile steel High strength concrete only Low strength concrete only High strength concrete and high tensile steel Low strength concrete but high tensile steel High strength concrete only ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be WL²/90 WL²/60 WL²/30 WL²/15 WL²/90 WL²/60 WL²/30 WL²/15 ANSWER DOWNLOAD EXAMIANS APP
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