RCC Structures Design According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than 20 cm 75 cm 40 cm 30 cm 20 cm 75 cm 40 cm 30 cm ANSWER DOWNLOAD EXAMIANS APP
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 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 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)/2] h [(p₁ - p₂)/2] h [(p₁ + p₂)/4] h (p₁ - p₂) ⅔h [(p₁ + p₂)/2] h [(p₁ - p₂)/2] h [(p₁ + p₂)/4] h ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is 30 35 40 25 30 35 40 25 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 2h/3 h/3 h/4 h/2 2h/3 h/3 h/4 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum diameter of a bar used in a ribbed slab, is 20 mm 6 mm 12 mm 22 mm 20 mm 6 mm 12 mm 22 mm ANSWER DOWNLOAD EXAMIANS APP
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