RCC Structures Design A part of the slab may be considered as the flange of the T-beam if It is built integrally with the beam It is effectively bonded together with the beam All of the listed here Flange has adequate reinforcement transverse to beam It is built integrally with the beam It is effectively bonded together with the beam All of the listed here Flange has adequate reinforcement transverse to beam ANSWER DOWNLOAD EXAMIANS APP
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 centre edge of column 0.1 L from the outer edge of column One-fourth the distance of projection Half the distance of projection 0.1 L from the centre edge of column 0.1 L from the outer edge of column ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are: 12 legged 8 legged 10 legged 6 legged 12 legged 8 legged 10 legged 6 legged ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be 15 cm 10 cm 20 cm 5 cm 15 cm 10 cm 20 cm 5 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A pre-stressed concrete member Is stressed after casting Is made of reinforced concrete Is made of concrete Possesses internal stresses Is stressed after casting Is made of reinforced concrete Is made of concrete Possesses internal stresses ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The diameter of main bars in R.C.C. columns, shall not be less than 15 mm 10 mm 11 mm 12 mm 15 mm 10 mm 11 mm 12 mm ANSWER DOWNLOAD EXAMIANS APP