RCC Structures Design If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is 10 cm 12 cm 8 cm 6 cm 10 cm 12 cm 8 cm 6 cm ANSWER DOWNLOAD EXAMIANS APP
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/3 2h/3 h/4 h/2 h/3 2h/3 h/4 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)/2] h [(p₁ + p₂)/4] h (p₁ - p₂) ⅔h [(p₁ - p₂)/2] h [(p₁ + p₂)/2] h [(p₁ + p₂)/4] h (p₁ - p₂) ⅔h [(p₁ - p₂)/2] h ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Distribution of shear intensity over a rectangular section of a beam, follows: A parabolic curve An elliptical curve A circular curve A straight line A parabolic curve An elliptical curve A circular curve A straight line ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a L-beam, should be less than One-sixth of the effective span Breadth of the rib + four times thickness of the slab Breadth of the rib + half clear distance between ribs Least of the above One-sixth of the effective span Breadth of the rib + four times thickness of the slab Breadth of the rib + half clear distance between ribs Least of the above ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The Young's modulus of elasticity of steel, is 250 KN/mm² 275 KN/mm² 150 KN/mm² 200 KN/mm² 250 KN/mm² 275 KN/mm² 150 KN/mm² 200 KN/mm² ANSWER DOWNLOAD EXAMIANS APP
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