logo

CuriousTab

CuriousTab

Discussion


Home Civil Engineering Structural Design Specifications Comments

  • Question
  • Pick up the correct statement from the following:


  • Options
  • A. The distance between centres of two adjacent rivets in line with the direction of stress shall not exceed 16 t or 200 mm whichever is less in tension members
  • B. The distance between the centres of two adjacent rivets in line with the direction of stress shall not exceed 12 t or 203 mm whichever is less in compression members
  • C. The minimum pitch of rivets should not be less than 2.5 times the diameter of the rivet hole
  • D. The distance between centres of any two consecutive rivets in a line adjacent and parallel to an edge of an outside plate shall hot exceed 100 mm + 4 t or 200 mm whichever is less both in compression and tension
  • E. All the above.

  • Correct Answer
  • All the above. 


  • Structural Design Specifications problems


    Search Results


    • 1. For concreting of heavily reinforced sections without vibration, the workability of concrete should be

    • Options
    • A. very low
    • B. low
    • C. medium
    • D. high.
    • Discuss
    • 2. Bending moment values for filler joists

    • Options
    • A. near middle of end span is +
    • B. at support next to end support is -
    • C. at middle of interior spans is +
    • D. at other interior supports is -
    • E. all the above.
    • Discuss
    • 3. Pick up the correct statement for the web stiffeners.

    • Options
    • A. vertical stiffeners are spaced at a distance not greater than 1.5 d and not less than 0.33 d
    • B. d is the distance between flange angles or the clear distance between flanges
    • C. for horizontal stiffeners, d is the clear distance between the horizontal stiffener and the tension flange
    • D. all the above.
    • Discuss
    • 4. Removal of props under

    • Options
    • A. slabs spanning upto 4.5 m is 7 days
    • B. slabs spanning more than 4.5 m is 14 days
    • C. beams spanning upto 6 m is 14 days
    • D. beams spanning more than 6 m is 21 days
    • E. all the above.
    • Discuss
    • 5. The minimum horizontal distance between two parallel main reinforcing bars, is

    • Options
    • A. the diameter of the bar if their diameters are same
    • B. the diameter of the longer bar if their diameters are unequal
    • C. 5 mm more than nominal maximum size of the coarse aggragate
    • D. greatest value of the above.
    • Discuss
    • 6. If the end of a beam of span L carrying a designed load W is partially restrained by a built up wall, it is designed to resist the negative moment at the face of the support, equal to

    • Options
    • A.
    • B.
    • C.
    • D.
    • E.
    • Discuss
    • 7. The permissible bending stresses Pbet for steel slab bases should not exceed

    • Options
    • A. 1500 kg/cm2
    • B. 1650 kg/cm2
    • C. 1800 kg/cm2
    • D. 1890 kg/cm2
    • Discuss
    • 8. For achieving suitably a low permeability

    • Options
    • A. strong and dense aggregates are used
    • B. low water - cement ratio is used
    • C. proper curing is done for hydration
    • D. proper compaction is done
    • E. All the above.
    • Discuss
    • 9. If the specified thickness of a footing is 100 cm, the depth of the form work may be tolerated from

    • Options
    • A. - 2 mm to + 2 mm
    • B. - 3 mm to + 3 mm
    • C. - 4 mm to + 4 mm
    • D. - 5 mm to + 5 mm
    • Discuss
    • 10. The effective depth of a shallow beam is the distance between

    • Options
    • A. maximum compression and tension fibres
    • B. neutral axis and maximum compression fibre
    • C. neutral axis and maximum tension fibre
    • D. maximum compression fibre and the centroid of the tension reinforcement
    • E. none of these.
    • Discuss


    Comments

    There are no comments.

Enter a new Comment