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 Based on punching shear consideration, the overall depth of a combined footing under a column A, is (Perimeter of column A × Safe punching stress)/(Load on column A × Upward pressure × Area of the column) (Perimeter of column A × Safe punching stress)/(Load on column A + Upward pressure × Area of the column) (Area of the column A × Safe punching stress)/Load on column A None of these (Perimeter of column A × Safe punching stress)/(Load on column A × Upward pressure × Area of the column) (Perimeter of column A × Safe punching stress)/(Load on column A + Upward pressure × Area of the column) (Area of the column A × Safe punching stress)/Load on column A None of these ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design According to I.S. : 456, slabs which span in two directions with corners held down, are assumed to be divided in each direction into middle strips and edge strips such that the width of the middle strip, is Two-third of the width of the slab Four-fifth of the width of the slab Half of the width of the slab Three-fourth of the width of the slab Two-third of the width of the slab Four-fifth of the width of the slab Half of the width of the slab Three-fourth of the width of the slab ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment WL/2 WL/6 WL/4 WL/8 WL/2 WL/6 WL/4 WL/8 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is 1400 kg/cm² 190 kg/cm² 260 kg/cm² 230 kg/cm² 1400 kg/cm² 190 kg/cm² 260 kg/cm² 230 kg/cm² 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 - 2/qmax) (L/2) (1 - 5/qmax) (L/2) (1 - 3/qmax) (L/3) (1 - 5/qmax) (L/2) (1 - 2/qmax) (L/2) (1 - 5/qmax) (L/2) (1 - 3/qmax) ANSWER DOWNLOAD EXAMIANS APP
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