RCC Structures Design An R.C.C. column is treated as short column if its slenderness ratio is less than 50 30 40 56 50 30 40 56 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept 4.0 m 4.7 m 4.1 m 4.5 m 4.0 m 4.7 m 4.1 m 4.5 m ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at Less loaded column A point of zero shear force A point of the maximum shear force More loaded column Less loaded column A point of zero shear force A point of the maximum shear force More loaded column ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For a ribbed slab Clear spacing between ribs shall not be greater than 4.5 cm All listed here Overall depth of the slab shall not exceed four times the breadth of the rib Width of the rib shall not be less than 7.5 cm Clear spacing between ribs shall not be greater than 4.5 cm All listed here Overall depth of the slab shall not exceed four times the breadth of the rib Width of the rib shall not be less than 7.5 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is 2.0 3.0 1.5 1.0 2.0 3.0 1.5 1.0 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 - 3/qmax) (L/2) (1 - 5/qmax) (L/2) (1 - 2/qmax) (L/3) (1 - 5/qmax) (L/2) (1 - 3/qmax) (L/2) (1 - 5/qmax) (L/2) (1 - 2/qmax) ANSWER DOWNLOAD EXAMIANS APP
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