RCC Structures Design According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than 75 cm 20 cm 40 cm 30 cm 75 cm 20 cm 40 cm 30 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The live load to be considered for an inaccessible roof, is 75 kg/m² 150 kg/cm² 200 kg/m² Nil 75 kg/m² 150 kg/cm² 200 kg/m² Nil ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than One diameter of thicker bar One diameter of thinner bar None of these Twice the diameter of thinner bar One diameter of thicker bar One diameter of thinner bar None of these Twice the diameter of thinner bar ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a L-beam, should be less than 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 One-sixth of the effective span Breadth of the rib + half clear distance between ribs Least of the above ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is 14 mm 10 mm 16 mm 12 mm 14 mm 10 mm 16 mm 12 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called All listed here Balanced section Critical section Economic section All listed here Balanced section Critical section Economic section ANSWER DOWNLOAD EXAMIANS APP
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