RCC Structures Design Design of R.C.C. cantilever beams, is based on the resultant force at Fixed end Mid span Free end Mid span and fixed support Fixed end Mid span Free end Mid span and fixed support ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than 42 diameters from the inner edge of the column 42 diameters from the outer edge of the column 42 diameters from the centre of the column 24 diameters from the centre of the column 42 diameters from the inner edge of the column 42 diameters from the outer edge of the column 42 diameters from the centre of the column 24 diameters from the centre of the column ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than Twice the diameter of thinner bar One diameter of thinner bar One diameter of thicker bar None of these Twice the diameter of thinner bar One diameter of thinner bar One diameter of thicker bar None of these ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Pick up the assumption for the design of a pre-stressed concrete member from the following: During deformation limits, Hook's law is equally applicable to concrete as well as to steel A transverse plane section remains a plane after bending All listed here Variation of stress in reinforcement due to changes in external loading is negligible During deformation limits, Hook's law is equally applicable to concrete as well as to steel A transverse plane section remains a plane after bending All listed here Variation of stress in reinforcement due to changes in external loading is negligible ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a L-beam, should be less than One-sixth of the effective span Breadth of the rib + half clear distance between ribs Least of the above Breadth of the rib + four times thickness of the slab One-sixth of the effective span Breadth of the rib + half clear distance between ribs Least of the above Breadth of the rib + four times thickness of the slab ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is Stress in concrete × area of concrete None of these Stress in concrete × area of concrete + Stress in steel × area of steel Stress in steel × area of steel Stress in concrete × area of concrete None of these Stress in concrete × area of concrete + Stress in steel × area of steel Stress in steel × area of steel ANSWER DOWNLOAD EXAMIANS APP
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