RCC Structures Design If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by 0.4 0.7 0.6 0.5 0.4 0.7 0.6 0.5 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is 50 55 45 40 50 55 45 40 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by M = pb (c - a)/4 M = pb (b - a)²/8 M = pb (b + a)/8 M = pb (b - a)²/4 M = pb (b + a)/8 M = pb (c - a)/4 M = pb (b - a)²/8 M = pb (b + a)/8 M = pb (b - a)²/4 M = pb (b + a)/8 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than WL/10 (L + 2D/3)² WL/12 (L - D/3)² WL/12 (L - 2D/3)² WL/10 (L - 2D/3)² WL/10 (L + 2D/3)² WL/12 (L - D/3)² WL/12 (L - 2D/3)² WL/10 (L - 2D/3)² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The shear reinforcement in R.C.C. is provided to resist Horizontal shear Vertical shear Diagonal tension Diagonal compression Horizontal shear Vertical shear Diagonal tension Diagonal compression ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The diameter of longitudinal bars of a column should never be less than 8 mm 6 mm 12 mm 10 mm 8 mm 6 mm 12 mm 10 mm ANSWER DOWNLOAD EXAMIANS APP
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