RCC Structures Design The design of a retaining wall assumes that the retained earth Is not cohesive Is dry Is free from moisture All listed here Is not cohesive Is dry Is free from moisture All listed here ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds 50 cm 100 cm 75 cm 120 cm 50 cm 100 cm 75 cm 120 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be. Straight above centroidal axis Parabolic with convexity downward Straight below centroidal axis Parabolic with convexity upward Straight above centroidal axis Parabolic with convexity downward Straight below centroidal axis Parabolic with convexity upward ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Minimum spacing between horizontal parallel reinforcement of the same size should not be less than 3.5 diameters 2.5 diameters One diameter 3 diameters 3.5 diameters 2.5 diameters One diameter 3 diameters ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum clear cover for R.C.C. columns shall be Greater of 40 mm or diameter Smaller of 40 mm or diameter Greater of 25 mm or diameter Smaller of 25 mm or diameter Greater of 40 mm or diameter Smaller of 40 mm or diameter Greater of 25 mm or diameter Smaller of 25 mm or diameter ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is 15 kg/cm² 10 kg/cm² 5 kg/cm² 20 kg/cm² 15 kg/cm² 10 kg/cm² 5 kg/cm² 20 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
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