RCC Structures Design The spacing of transverse reinforcement of column is decided by the following consideration. The least lateral dimension of the column Forty-eight times the diameter of transverse reinforcement All listed here Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column The least lateral dimension of the column Forty-eight times the diameter of transverse reinforcement All listed here Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum ratio of span to depth of a cantilever slab, is 10 8 16 12 10 8 16 12 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)/4] h [(p₁ - p₂)/2] h (p₁ - p₂) ⅔h [(p₁ + p₂)/2] h [(p₁ + p₂)/4] h [(p₁ - p₂)/2] h ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A flat slab is supported On beams and columns On columns monolithically built with slab On beams On columns On beams and columns On columns monolithically built with slab On beams On columns ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A foundation is called shallow if its depth, is Half of its width One-fourth of its width Three-fourth of its width Equal to its width Half of its width One-fourth of its width Three-fourth of its width Equal to its width ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam Are bent down at suitable places to serve as shear reinforcement Are bent up at suitable places to serve as shear reinforcement Are maintained at bottom to provide at least local bond stress Are curtailed if not required to resist the bending moment Are bent down at suitable places to serve as shear reinforcement Are bent up at suitable places to serve as shear reinforcement Are maintained at bottom to provide at least local bond stress Are curtailed if not required to resist the bending moment ANSWER DOWNLOAD EXAMIANS APP
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