RCC Structures Design The design of a retaining wall assumes that the retained earth Is not cohesive All listed here Is dry Is free from moisture Is not cohesive All listed here Is dry Is free from moisture ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is 5 kg/cm² 15 kg/cm² 20 kg/cm² 10 kg/cm² 5 kg/cm² 15 kg/cm² 20 kg/cm² 10 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a Continuous beam Simply supported beam Cantilever beam None of these Continuous beam Simply supported beam Cantilever beam None of these ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is 53.5 51.5 54.5 52.5 53.5 51.5 54.5 52.5 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a slab, the pitch of the main reinforcement should not exceed its effective depth Four times Five times Two times Three times Four times Five times Two times Three times ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum thickness of a flat slab is taken All listed here L/36 for interior panels without drop L/32 for end panels without drops L/36 for end panels without drops All listed here L/36 for interior panels without drop L/32 for end panels without drops L/36 for end panels without drops ANSWER DOWNLOAD EXAMIANS APP
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