RCC Structures Design Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of h/2 h/4 h/3 2h/3 h/2 h/4 h/3 2h/3 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/2P WL/4P WL/3P WL/P WL/2P WL/4P WL/3P WL/P 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/4 b/3 b/6 b/5 b/4 b/3 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at Mid span Supports Quarter span Every section Mid span Supports Quarter span Every section ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of 15 mm 10 mm 20 mm 25 mm 15 mm 10 mm 20 mm 25 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a T-beam should be less than Least of the above Distance between the centers of T-beam Breadth of the rib plus twelve times the thickness of the slab One-third of the effective span of the T-beam Least of the above Distance between the centers of T-beam Breadth of the rib plus twelve times the thickness of the slab One-third of the effective span of the T-beam ANSWER DOWNLOAD EXAMIANS APP
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