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/3 b/4 b/5 b/6 b/3 b/4 b/5 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design As per I.S. 456 - 1978, the pH value of water shall be Not less than 6 Equal to 7 Equal to 6 Less than 6 Not less than 6 Equal to 7 Equal to 6 Less than 6 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 15 25 10 20 15 25 10 20 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum clear cover for R.C.C. columns shall be Smaller of 25 mm or diameter Smaller of 40 mm or diameter Greater of 25 mm or diameter Greater of 40 mm or diameter Smaller of 25 mm or diameter Smaller of 40 mm or diameter Greater of 25 mm or diameter Greater of 40 mm or diameter ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is 20 30 35 25 20 30 35 25 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Steel beam theory is used for Design of simple steel beams Steel beams encased in concrete Beams if shear exceeds 4 times allowable shear stress Doubly reinforced beams ignoring compressive stress in concrete Design of simple steel beams Steel beams encased in concrete Beams if shear exceeds 4 times allowable shear stress Doubly reinforced beams ignoring compressive stress in concrete ANSWER DOWNLOAD EXAMIANS APP
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