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  • Question
  • Effective sectional area of a compression member is :


  • Options
  • A. gross sectional area - area of rivet hole
  • B. gross sectional ares + area of rivet hole
  • C. gross sectional ares x area of rivet hole
  • D. gross sectional ares + area of rivet hole.

  • Correct Answer
  • gross sectional area - area of rivet hole 


  • Steel Structure Design problems


    Search Results


    • 1. IS : 800 - 1971 recommends that in a splice plate the number of rivets carrying calculated shear stress through a packing greater than 6 mm thick, is to be increased by 2.5% for every

    • Options
    • A. 1.00 mm thickness of packing
    • B. 1.50 mm thickness of packing
    • C. 2.0 mm thickness of packing
    • D. 2.50 mm thickness of packing
    • E. 3.0 mm thickness of packing.
    • Discuss
    • 2. Bulb angles are used in

    • Options
    • A. column building
    • B. bridge building
    • C. ship building
    • D. water tank building.
    • Discuss
    • 3. When the length of a tension member is too long

    • Options
    • A. a wire rope is used
    • B. a rod is used
    • C. a bar is used
    • D. a single angle is used.
    • Discuss
    • 4. Factor of safety is the ratio of

    • Options
    • A. yield stress to working stress
    • B. tensile stress to working stress
    • C. compressive stress to working stress
    • D. bearing stress to working stress
    • E. bearing stress to yield stress.
    • Discuss
    • 5. Diameter of a rivet hole is made larger than the diameter of the rivet by

    • Options
    • A. 1.0 mm for rivet diameter upto 12 mm
    • B. 1.5 mm for rivet diameter exceeding 25 mm
    • C. 2.0 mm for rivet diameter over 25 mm
    • D. none of these.
    • Discuss
    • 6. A single angle in tension is connected by one leg only. If the areas of connecting and outstanding legs are respectively a and b, net effective area of the angle, is

    • Options
    • A.
    • B.
    • C.
    • D.
    • E. none of these.
    • Discuss
    • 7. With a percentage increase of carbon in steel, decreases its

    • Options
    • A. strength
    • B. hardness
    • C. brittleness
    • D. ductility.
    • Discuss
    • 8. The central deflection of a simply supported steel beam of length L with a concentrated load W at the centre, is

    • Options
    • A.
    • B.
    • C.
    • D.
    • Discuss
    • 9. According to the Unwin's formula, if t is thickness of the plate in mm, the nominal diameter of the rivet, is

    • Options
    • A. d = 1.91 t
    • B. d = 1.91 t2
    • C. d = 1.91 t
    • D. d = 1.91 t
    • E. d = 2.3 t
    • Discuss
    • 10. If M is the moment due to a couple in a bearing plate whose width is b and allowable bending stress is P, the thickness (t) of the bending plate of the column splice, is

    • Options
    • A.
    • B.
    • C.
    • D.
    • E.
    • Discuss


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