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/P WL/3P WL/4P WL/2P WL/P WL/3P WL/4P 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/3 b/5 b/6 b/4 b/3 b/5 b/6 b/4 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation. m = 1400/3C m = 700/3C m = 2800/3C m = 3500/3C m = 1400/3C m = 700/3C m = 2800/3C m = 3500/3C ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The neutral axis of a T-beam exists All listed here At the bottom edge of the slab Below the slab Within the flange All listed here At the bottom edge of the slab Below the slab Within the flange ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a L-beam, should be less than Least of the above Breadth of the rib + half clear distance between ribs Breadth of the rib + four times thickness of the slab One-sixth of the effective span Least of the above Breadth of the rib + half clear distance between ribs Breadth of the rib + four times thickness of the slab One-sixth of the effective span ANSWER DOWNLOAD EXAMIANS APP
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