RCC Structures Design According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than 20 cm 30 cm 40 cm 75 cm 20 cm 30 cm 40 cm 75 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The advantage of reinforced concrete, is due to Monolithic character Economy because of less maintenance cost Fire-resisting and durability All listed here Monolithic character Economy because of less maintenance cost Fire-resisting and durability All listed here ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the size of a column is reduced above the floor, the main bars of the columns, are All of the listed here Stopped just below the floor level and separate lap bars provided Continued up Bent inward at the floor level All of the listed here Stopped just below the floor level and separate lap bars provided Continued up Bent inward at the floor level ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is 15 kg/cm² 10 kg/cm² 5 kg/cm² 20 kg/cm² 15 kg/cm² 10 kg/cm² 5 kg/cm² 20 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The thickness of the topping of a ribbed slab, varies between 3 cm to 5 cm 8 cm to 10 cm 12 cm to 15 cm 5 cm to 8 cm 3 cm to 5 cm 8 cm to 10 cm 12 cm to 15 cm 5 cm to 8 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Minimum spacing between horizontal parallel reinforcement of the same size should not be less than 2.5 diameters 3.5 diameters 3 diameters One diameter 2.5 diameters 3.5 diameters 3 diameters One diameter ANSWER DOWNLOAD EXAMIANS APP
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