RCC Structures Design Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of One-fourth the distance of projection Half the distance of projection 0.1 L from the outer edge of column 0.1 L from the centre edge of column One-fourth the distance of projection Half the distance of projection 0.1 L from the outer edge of column 0.1 L from the centre edge of column ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A pre-stressed concrete member Is made of reinforced concrete Is stressed after casting Possesses internal stresses Is made of concrete Is made of reinforced concrete Is stressed after casting Possesses internal stresses Is made of concrete ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are 6 legged 10 legged 12 legged 8 legged 6 legged 10 legged 12 legged 8 legged ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The thickness of the topping of a ribbed slab, varies between 3 cm to 5 cm 5 cm to 8 cm 8 cm to 10 cm 12 cm to 15 cm 3 cm to 5 cm 5 cm to 8 cm 8 cm to 10 cm 12 cm to 15 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The number of treads in a flight is equal to None of these Risers minus one Risers in the flight Risers plus one None of these Risers minus one Risers in the flight Risers plus one ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum cube strength of concrete used for a pre-stressed member, is 250 kg/cm² 50 kg/cm² 150 kg/cm² 350 kg/cm² 250 kg/cm² 50 kg/cm² 150 kg/cm² 350 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS