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 5 cm 20 cm 10 cm 15 cm 5 cm 20 cm 10 cm 15 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The live load to be considered for an accessible roof, is 150 kg/m² Nil 200 kg/cm² 75 kg/m³ 150 kg/m² Nil 200 kg/cm² 75 kg/m³ ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds 120 cm 100 cm 50 cm 75 cm 120 cm 100 cm 50 cm 75 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 A part of the slab may be considered as the flange of the T-beam if It is effectively bonded together with the beam Flange has adequate reinforcement transverse to beam All of the listed here It is built integrally with the beam It is effectively bonded together with the beam Flange has adequate reinforcement transverse to beam All of the listed here It is built integrally with the beam ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor) M/100Q M/10√Q √(M/100Q) √(M/Q) M/100Q M/10√Q √(M/100Q) √(M/Q) ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS