RCC Structures Design In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of One and half lever arm of the section One-half lever arm of the section Lever arm of the section One-third lever arm of the section One and half lever arm of the section One-half lever arm of the section Lever arm of the section One-third lever arm of the section ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a T-beam should be less than Least of the above Breadth of the rib plus twelve times the thickness of the slab One-third of the effective span of the T-beam Distance between the centers of T-beam Least of the above Breadth of the rib plus twelve times the thickness of the slab One-third of the effective span of the T-beam Distance between the centers of T-beam ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For initial estimate for a beam design, the width is assumed 1/15th of span 1/20th of span 1/25th of span 1/30th of span 1/15th of span 1/20th of span 1/25th of span 1/30th of span ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called Balanced section Economic section All listed here Critical section Balanced section Economic section All listed here Critical section ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is 21.5 kg/cm² 7.6 kg/cm² 8.3 kg/cm² 21.5 kg/cm² 21.5 kg/cm² 7.6 kg/cm² 8.3 kg/cm² 21.5 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is 5.8 0.87 8.5 7.5 5.8 0.87 8.5 7.5 ANSWER DOWNLOAD EXAMIANS APP
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