RCC Structures Design In a singly reinforced beam, the effective depth is measured from its compression edge to Tensile reinforcement Tensile edge Longitudinal central axis Neutral axis of the beam Tensile reinforcement Tensile edge Longitudinal central axis Neutral axis of the beam ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of 0.1 L from the outer edge of column 0.1 L from the centre edge of column Half the distance of projection One-fourth the distance of projection 0.1 L from the outer edge of column 0.1 L from the centre edge of column Half the distance of projection One-fourth the distance of projection ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed 20 15 10 25 20 15 10 25 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Distribution of shear intensity over a rectangular section of a beam, follows: A circular curve A straight line A parabolic curve An elliptical curve A circular curve A straight line A parabolic curve An elliptical curve ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum clear cover for R.C.C. columns shall be Greater of 25 mm or diameter Smaller of 25 mm or diameter Greater of 40 mm or diameter Smaller of 40 mm or diameter Greater of 25 mm or diameter Smaller of 25 mm or diameter Greater of 40 mm or diameter Smaller of 40 mm or diameter ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at 35° 45° 25° 55° 35° 45° 25° 55° ANSWER DOWNLOAD EXAMIANS APP