RCC Structures Design The width of the flange of a T-beam should be less than Least of the above Distance between the centers of T-beam Breadth of the rib plus twelve times the thickness of the slab One-third of the effective span of the T-beam Least of the above Distance between the centers of T-beam Breadth of the rib plus twelve times the thickness of the slab One-third of the effective span of the T-beam ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a Cantilever beam Continuous beam None of these Simply supported beam Cantilever beam Continuous beam None of these Simply supported beam ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept 0.9 0.8 0.7 0.2 0.9 0.8 0.7 0.2 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum cube strength of concrete used for a pre-stressed member, is 50 kg/cm² 150 kg/cm² 250 kg/cm² 350 kg/cm² 50 kg/cm² 150 kg/cm² 250 kg/cm² 350 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed 25 mm 15 mm 10 mm 20 mm 25 mm 15 mm 10 mm 20 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by 0.6 0.7 0.5 0.4 0.6 0.7 0.5 0.4 ANSWER DOWNLOAD EXAMIANS APP