RCC Structures Design The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is 30 40 35 25 30 40 35 25 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a L-beam, should be less than One-sixth of the effective span Breadth of the rib + half clear distance between ribs Breadth of the rib + four times thickness of the slab Least of the above One-sixth of the effective span Breadth of the rib + half clear distance between ribs Breadth of the rib + four times thickness of the slab Least of the above 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 (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 D = W (a - b)/4a²bq 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 None of these Simply supported beam Cantilever beam Continuous beam None of these Simply supported beam Cantilever beam ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed 25 15 20 10 25 15 20 10 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is d + n/3 d n d - n/3 d + n/3 d n d - n/3 ANSWER DOWNLOAD EXAMIANS APP
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