RCC Structures Design The live load to be considered for an accessible roof, is 150 kg/m² Nil 75 kg/m³ 200 kg/cm² 150 kg/m² Nil 75 kg/m³ 200 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is 8 cm 12 cm 6 cm 10 cm 8 cm 12 cm 6 cm 10 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is Safe in shear Is safe with stirrups Is safe with stirrups and inclined members Needs revision of the section Safe in shear Is safe with stirrups Is safe with stirrups and inclined members Needs revision of the section ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Spacing of stirrups in a rectangular beam, is Decreased towards the centre of the beam Kept constant throughout the length Increased at the ends Increased at the centre of the beam Decreased towards the centre of the beam Kept constant throughout the length Increased at the ends Increased at the centre of the beam ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The shear reinforcement in R.C.C. is provided to resist Diagonal tension Diagonal compression Horizontal shear Vertical shear Diagonal tension Diagonal compression Horizontal shear Vertical shear ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is 0.107 L 0.307 L 0.207 L 0.407 L 0.107 L 0.307 L 0.207 L 0.407 L ANSWER DOWNLOAD EXAMIANS APP
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