RCC Structures Design An R.C.C. column is treated as short column if its slenderness ratio is less than 56 40 30 50 56 40 30 50 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The self-weight of the footing, is Also considered for calculating the upward pressure on footing Not considered for calculating the upward pressure on footing Both (b) and (c) Not considered for calculating the area of the footing Also considered for calculating the upward pressure on footing Not considered for calculating the upward pressure on footing Both (b) and (c) Not considered for calculating the area of the footing ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than One diameter of thinner bar Twice the diameter of thinner bar One diameter of thicker bar None of these One diameter of thinner bar Twice the diameter of thinner bar One diameter of thicker bar None of these ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is 2800/C 2800/C² 2800/3C 2300/2C 2800/C 2800/C² 2800/3C 2300/2C ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If l₁ and l₂ are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w₁ and w₂ acting on strips parallel to l₂ and l₁ is w₁/w₂ = l₂/l₁ w₁/w₂ = (l₂/l₁)² w₁/w₂ = (l₂/l₁)⁴ w₁/w₂ = (l₂/l₁)³ w₁/w₂ = l₂/l₁ w₁/w₂ = (l₂/l₁)² w₁/w₂ = (l₂/l₁)⁴ w₁/w₂ = (l₂/l₁)³ ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is (L/3) (1 - 5/qmax) (L/2) (1 - 5/qmax) (L/2) (1 - 2/qmax) (L/2) (1 - 3/qmax) (L/3) (1 - 5/qmax) (L/2) (1 - 5/qmax) (L/2) (1 - 2/qmax) (L/2) (1 - 3/qmax) ANSWER DOWNLOAD EXAMIANS APP
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