RCC Structures Design The percentage of minimum reinforcement of the gross sectional area in slabs, is 0.12 % 0.10 % 0.18 % 0.15 % 0.12 % 0.10 % 0.18 % 0.15 % ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design As the percentage of steel increases Depth of neutral axis decreases Lever arm increases Lever arm decreases Depth of neutral axis increases Depth of neutral axis decreases Lever arm increases Lever arm decreases Depth of neutral axis increases ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a cantilever retaining wall without a heel slab All listed here Width of the base slab is kept 0.7 time the total height of the wall Base slab is made 10 cm thicker than the stem Thickness of the stem is kept same throughout All listed here Width of the base slab is kept 0.7 time the total height of the wall Base slab is made 10 cm thicker than the stem Thickness of the stem is kept same throughout ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The angle of internal friction of soil mass is the angle whose Cosine is equal to the ratio of the maximum resistance sliding on any internal inclined plane to the normal pressure acting on the plane Sine is equal to the ratio of the maximum resistance to sliding on any internal inclined plane to the normal pressure acting on the plane None of these Tangent is equal to the rate of the maximum resistance to sliding on any internal inclined plane to the normal pressure acting on the plane Cosine is equal to the ratio of the maximum resistance sliding on any internal inclined plane to the normal pressure acting on the plane Sine is equal to the ratio of the maximum resistance to sliding on any internal inclined plane to the normal pressure acting on the plane None of these Tangent is equal to the rate of the maximum resistance to sliding on any internal inclined plane to the normal pressure acting on the plane ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A circular slab subjected to external loading, deflects to form a Semi-hemisphere Ellipsoid Paraboloid None of these Semi-hemisphere Ellipsoid Paraboloid None of these ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is 200 cm 150 cm 50 cm 100 cm 200 cm 150 cm 50 cm 100 cm ANSWER DOWNLOAD EXAMIANS APP
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