RCC Structures Design The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept 0.7 0.8 0.9 0.2 0.7 0.8 0.9 0.2 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is D = W (a² - b²)/4a²bq D = W (a - b)/4a²bq D = W (a² - b²)/8a²bq D = W (a² - b²)/4abq D = W (a² - b²)/4a²bq D = W (a - b)/4a²bq D = W (a² - b²)/8a²bq D = W (a² - b²)/4abq ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is 233 cm 176 cm 236 cm 300 cm 233 cm 176 cm 236 cm 300 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than b/6 b/5 b/3 b/4 b/6 b/5 b/3 b/4 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The percentage of minimum reinforcement of the gross sectional area in slabs, is 0.15 % 0.10 % 0.12 % 0.18 % 0.15 % 0.10 % 0.12 % 0.18 % 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 51.5 54.5 52.5 53.5 51.5 54.5 52.5 53.5 ANSWER DOWNLOAD EXAMIANS APP
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