RCC Structures Design The maximum area of tension reinforcement in beams shall not exceed 0.15 % 6 1 4 % 0.15 % 6 1 4 % ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The ratio of the breadth to effective depth of a beam is kept 0.7 0.75 0.5 0.25 0.7 0.75 0.5 0.25 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 Cantilever beam None of these Simply supported beam Continuous beam Cantilever beam None of these Simply supported beam ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is [m/(m - r)] d [(m + r)/m] d [m/(m + r)] d [(r - m)/m] d [m/(m - r)] d [(m + r)/m] d [m/(m + r)] d [(r - m)/m] d ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is 0.796 % 0.496 % 0.696 % 0.596 % 0.796 % 0.496 % 0.696 % 0.596 % 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 54.5 51.5 52.5 53.5 54.5 51.5 52.5 53.5 ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS