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  1. S

    The minimum % of the horizontal reinforcement in RCC walls with high yield deformed bars is -

    Answer is option (a) 0.12.............................
  2. S

    The slope of a column reinforcement bar bent at the transit of columns of two different sizes measured with respect to the axis of columns should be

    (a) Not more than 1 in 6...............................
  3. S

    The weld strength in a spliced reinforcement bar should be -

    (c) 110% the ultimate capacity of the bar....
  4. S

    The tolerance in weight in reinforcement bars of 8 mm dia is about -

    Answer is option (a) ± 10%...........................
  5. S

    The tolerance in length in reinforcement bars is about -

    Answer is option (b) +-25 mm.........................
  6. S

    The maximum compressive strain permitted in un-cracked RCC columns under bending and compression is -

    Answer is option (a) 0.0020.......................
  7. S

    The maximum compressive strain permitted in RCC columns at ultimate load is -

    Answer is option (a) 0.0020..........................
  8. S

    The ratio of the allowable ultimate crushing stress of RCC in bending to that of 150 mm cube is -

    Answer is option ..(a) 0.45....................
  9. S

    The minimum horizontal distance between two main reinforcement bars should be -

    (a) Diameter of the bar or 5 mm more than the nominal size of the aggregate
  10. S

    The minimum distance of a splice of a reinforcement bar from the edge of a member should be -

    (a) 12 times the diameter of the bar.............
  11. S

    The diameter of the binding wire used in binding reinforcement bars should not be less than -

    Answer is option (a) 0.5 mm......... ..............
  12. S

    The tensile stress in RCC walls of water-retaining structures is -

    (c) Not permitted on the water face..............
  13. S

    The ratio of the allowable compressive stress in RCC in water storage structures to that in other ordinary structures for a given quality of concrete

    Answer is (a) Less than 1...........................
  14. S

    The allowable direct tensile stress in M 20 concrete of RCC water tanks is in Newton per mm Square -

    Answer is option (d) 2.0................ .
  15. S

    The minimum percentage of high yield deformed steel in RCC walls of 100 mm thick in water tanks is about -

    Answer is option (d) 0.16.........................
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