RCC Structures Design On piles, the drop must be at least 124 cm 80 cm 123 cm 120 cm 124 cm 80 cm 123 cm 120 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum shear stress (qmax) in a rectangular beam is 1.25 times the average 2.0 times the average 1.50 times the average 1.75 times the average 1.25 times the average 2.0 times the average 1.50 times the average 1.75 times the average ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Distribution of shear intensity over a rectangular section of a beam, follows: An elliptical curve A parabolic curve A straight line A circular curve An elliptical curve A parabolic curve A straight line A circular curve ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds 50 cm 75 cm 100 cm 120 cm 50 cm 75 cm 100 cm 120 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is (p₁ - p₂) ⅔h [(p₁ + p₂)/4] h [(p₁ + p₂)/2] h [(p₁ - p₂)/2] h (p₁ - p₂) ⅔h [(p₁ + p₂)/4] h [(p₁ + p₂)/2] h [(p₁ - p₂)/2] h ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a cantilever retaining wall without a heel slab Base slab is made 10 cm thicker than the stem Width of the base slab is kept 0.7 time the total height of the wall Thickness of the stem is kept same throughout All listed here Base slab is made 10 cm thicker than the stem Width of the base slab is kept 0.7 time the total height of the wall Thickness of the stem is kept same throughout All listed here ANSWER DOWNLOAD EXAMIANS APP
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