RCC Structures Design The live load to be considered for an inaccessible roof, is 75 kg/m² 200 kg/m² Nil 150 kg/cm² 75 kg/m² 200 kg/m² Nil 150 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design By over-reinforcing a beam, the moment of resistance can be increased not more than 15 % 25 % 10 % 20 % 15 % 25 % 10 % 20 % ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design As per IS : 456, the reinforcement in a column should not be less than 0.6% and not more than 6% of cross-sectional area 0.5% and not more than 5% of cross-sectional area 0.8% and not more than 8% of cross-sectional area 0.7% and not more than 7% of cross-sectional area 0.6% and not more than 6% of cross-sectional area 0.5% and not more than 5% of cross-sectional area 0.8% and not more than 8% of cross-sectional area 0.7% and not more than 7% of cross-sectional area ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is 38 cm 40 cm 39 cm 37 cm 38 cm 40 cm 39 cm 37 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum thickness of a flat slab is taken All listed here L/32 for end panels without drops L/36 for end panels without drops L/36 for interior panels without drop All listed here L/32 for end panels without drops L/36 for end panels without drops L/36 for interior panels without drop ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design As per I.S. 456 - 1978, the pH value of water shall be Equal to 7 Not less than 6 Less than 6 Equal to 6 Equal to 7 Not less than 6 Less than 6 Equal to 6 ANSWER DOWNLOAD EXAMIANS APP
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