RCC Structures Design After pre-stressing process is completed, a loss of stress is due to Shrinkage of concrete Elastic shortening of concrete All of the listed here Creep of concrete Shrinkage of concrete Elastic shortening of concrete All of the listed here Creep of concrete ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at Every section Supports Mid span Quarter span Every section Supports Mid span Quarter span ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is Less than 2 Less than 2.5 2.5 2 Less than 2 Less than 2.5 2.5 2 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be 20 cm 10 cm 15 cm 5 cm 20 cm 10 cm 15 cm 5 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A circular slab subjected to external loading, deflects to form a Semi-hemisphere None of these Paraboloid Ellipsoid Semi-hemisphere None of these Paraboloid Ellipsoid ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to Distance of the C.G. of the area from its neutral axis Moment of the beam section about its neutral axis Shear force Area of the section Distance of the C.G. of the area from its neutral axis Moment of the beam section about its neutral axis Shear force Area of the section ANSWER DOWNLOAD EXAMIANS APP
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