RCC Structures Design A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is 2.5 Less than 2 Less than 2.5 2 2.5 Less than 2 Less than 2.5 2 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is 0.307 L 0.207 L 0.407 L 0.107 L 0.307 L 0.207 L 0.407 L 0.107 L ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is: (C - 1) mf - eE (C - 1) mf + eE (1 - C) mf + eE (1 - C) mf - eE (C - 1) mf - eE (C - 1) mf + eE (1 - C) mf + eE (1 - C) mf - eE 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/5 b/4 b/6 b/3 b/5 b/4 b/6 b/3 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A circular slab subjected to external loading, deflects to form a Paraboloid None of these Semi-hemisphere Ellipsoid Paraboloid None of these Semi-hemisphere Ellipsoid ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to Shear force Area of the section Distance of the C.G. of the area from its neutral axis Moment of the beam section about its neutral axis Shear force Area of the section Distance of the C.G. of the area from its neutral axis Moment of the beam section about its neutral axis ANSWER DOWNLOAD EXAMIANS APP
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