RCC Structures Design [A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by Modular ratio method Ultimate load method None of these Load factor method Modular ratio method Ultimate load method None of these Load factor method ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The ratio of the breadth to effective depth of a beam is kept 0.5 0.75 0.25 0.7 0.5 0.75 0.25 0.7 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)/4a²bq D = W (a² - b²)/4abq D = W (a² - b²)/8a²bq D = W (a - b)/4a²bq D = W (a² - b²)/4a²bq D = W (a² - b²)/4abq D = W (a² - b²)/8a²bq ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept 4.0 m 4.7 m 4.5 m 4.1 m 4.0 m 4.7 m 4.5 m 4.1 m ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The amount of reinforcement for main bars in a slab, is based upon Maximum bending moment Maximum shear force Minimum shear force Minimum bending moment Maximum bending moment Maximum shear force Minimum shear force Minimum bending moment ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The shear reinforcement in R.C.C. is provided to resist Diagonal compression Horizontal shear Vertical shear Diagonal tension Diagonal compression Horizontal shear Vertical shear Diagonal tension ANSWER DOWNLOAD EXAMIANS APP
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