RCC Structures Design In a simply supported slab, alternate bars are curtailed at 1/5th of the span 1/4th of the span 1/6th of the span 1/7th of the span 1/5th of the span 1/4th of the span 1/6th of the span 1/7th of the span ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Steel bars are generally connected together to get greater length than the standard length by providing Straight bar splice All listed here Dowel splice Hooked splice Straight bar splice All listed here Dowel splice Hooked splice ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a T-beam should be less than One-third of the effective span of the T-beam Least of the above Distance between the centers of T-beam Breadth of the rib plus twelve times the thickness of the slab One-third of the effective span of the T-beam Least of the above Distance between the centers of T-beam Breadth of the rib plus twelve times the thickness of the slab ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Dimensions of a beam need be changed if the shear stress is more than 20 kg/cm² 25 kg/cm² 15 kg/cm² 10 kg/cm² 20 kg/cm² 25 kg/cm² 15 kg/cm² 10 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or 12 bar diameters 24 bar diameters 18 bar diameters 30 bar diameters 12 bar diameters 24 bar diameters 18 bar diameters 30 bar diameters ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at 35° 45° 55° 25° 35° 45° 55° 25° ANSWER DOWNLOAD EXAMIANS APP
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