A. 5 mm
B. 7.5 mm
C. 10 mm
D. 15 mm
A. 10 mm
B. 15 mm
C. 20 mm
D. 25 mm
A. Are curtailed if not required to resist the bending moment
B. Are bent up at suitable places to serve as shear reinforcement
C. Are bent down at suitable places to serve as shear reinforcement
D. Are maintained at bottom to provide at least local bond stress
A. Stress in concrete × area of concrete
B. Stress in steel × area of steel
C. Stress in concrete × area of concrete + Stress in steel × area of steel
D. None of these
longitudinal bars and lateral stirrups, is__________________? Read More »
MCQs / Q&A, RCC Structures Design A. Kept uniform throughout
B. Increased gradually towards the edge
C. Decreased gradually towards the edge
D. Kept zero at the edge
A. B.M = pb (c – a)/4
B. B.M = pb (b – a)²/4
C. B.M = pb (b – a)²/8
D. B.M = pb (b + a)/8
A. Its dimensions are not decided from the diagonal tensile stress
B. Large size of long beams carrying large shear force need not be adopted
C. Removal of cracks in the members due to shrinkage
D. All the above
A pre-stressed concrete member is preferred because___________________? Read More »
MCQs / Q&A, RCC Structures Design A. Two times
B. Three times
C. Four times
D. Five times
A. Is safe in shear
B. Is safe with stirrups
C. Is safe with stirrups and inclined bars
D. Needs revision of section
A. One- sixth of the effective span
B. Breadth of the rib + four times thickness of the slab
C. Breadth of the rib + half clear distance between ribs
D. Least of the above
The width of the flange of a L-beam, should be less than______________? Read More »
MCQs / Q&A, RCC Structures Design