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) ⅔h
[(p₁ + p₂)/4] h
[(p₁ - p₂)/2] h

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RCC Structures Design
Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam

Are bent up at suitable places to serve as shear reinforcement
Are maintained at bottom to provide at least local bond stress
Are bent down at suitable places to serve as shear reinforcement
Are curtailed if not required to resist the bending moment

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