RCC Structures Design After pre-stressing process is completed, a loss of stress is due to Elastic shortening of concrete All of the listed here Creep of concrete Shrinkage of concrete Elastic shortening of concrete All of the listed here Creep of concrete Shrinkage of concrete 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 (a - b)/4a²bq D = W (a² - b²)/4abq D = W (a² - b²)/4a²bq D = W (a² - b²)/8a²bq D = W (a - b)/4a²bq D = W (a² - b²)/4abq D = W (a² - b²)/4a²bq D = W (a² - b²)/8a²bq ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The amount of reinforcement for main bars in a slab, is based upon Minimum bending moment Minimum shear force Maximum shear force Maximum bending moment Minimum bending moment Minimum shear force Maximum shear force Maximum bending moment ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least WL/3P WL/2P WL/P WL/4P WL/3P WL/2P WL/P WL/4P ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The live load to be considered for an inaccessible roof, is Nil 200 kg/m² 150 kg/cm² 75 kg/m² Nil 200 kg/m² 150 kg/cm² 75 kg/m² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum shear stress (q) in concrete of a reinforced cement concrete beam is (Shear force × Width)/Lever arm Lever arm/(Shear force × Width) Width/(Lever arm × Shear force) Shear force/(Lever arm × Width) (Shear force × Width)/Lever arm Lever arm/(Shear force × Width) Width/(Lever arm × Shear force) Shear force/(Lever arm × Width) ANSWER DOWNLOAD EXAMIANS APP
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