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Home ‣ Civil Engineering ‣ Steel Structure Design Comments
  • Question

  • Maximum permissible slenderness ratio of a member normally acting as a tie in a roof truss, is


  • Options
  • A. 180
  • B. 200
  • C. 250
  • D. 300
  • E. 350

  • Correct Answer
  • 350 

    • Steel Structure Design problems

    Search Results

    • 1. The strength of ISA 125 = 75 x 10 mm used as a tie member with its longer leg connected at the ends by 27 mm diameter rivets, is

    • Options
    • A. 26,000 kg
    • B. 26,025 kg
    • C. 26,050 kg
    • D. 26,075 kg
    • E. 27,000 kg
      • Discuss
    • 2. The load on a lintel is assumed as uniformly distributed if the height of the masonry above it, is upto a height of

    • Options
    • A. the effective span
    • B. 1.25 times the effective span
    • C. 1.50 times the effective span
    • D. 2.0 times the effective span
    • E. 2.5 times the effective span.
      • Discuss
    • 3. If d is the distance between the flange angles of a plate girder, vertical stiffeners are provided at a distance not greater than

    • Options
    • A. d but not less than 0.20 d
    • B. 1.25 d but not less than 0.33 d
    • C. 1.5 d but not less than 0.33 d
    • D. 2.0 d but not less than 0.50 d
    • E. 2.5 d but not less than 0.50 d
      • Discuss
    • 4. The stiff portion of a bearing stiffener is taken equal to

    • Options
    • A. depth of the beam
    • B. th depth of the beam
    • C. depth of the beam
    • D. depth of the beam.
      • Discuss
    • 5. The greatest permissible clear dimension of the web of thickness t in the panel of a plate girder, is restricted to

    • Options
    • A. 180 t
    • B. 220 t
    • C. 230 t
    • D. 260 t
    • E. 270 t
      • Discuss
    • 6. If P is the wind pressure in kg/cm2, v is the velocity in km/hour and K is a constant of proportionality, then

    • Options
    • A. P = K/v2
    • B. v = K/P2
    • C. P = Kv2
    • D. P = Kv
      • Discuss
    • 7. Efficiency of a riveted joint is defined as the ratio of

    • Options
    • A. least strength of a riveted joint to the strength of solid plate
    • B. greatest strength of a riveted joint to the strength of solid plate
    • C. least strength of a riveted plate to the greatest strength of the riveted joint
    • D. all the above.
      • Discuss
    • 8. If fbt and fc are the co-existent bending tensile stress and shear stress in a member, the equivalent stress fc is

    • Options
    • A.
    • B.
    • C.
    • D.
      • Discuss
    • 9. For simply supported beams, the maximum permitted deflection, is

    • Options
    • A. 1/325 of the span
    • B. 1/350 of the span
    • C. 1/375 of the span
    • D. 1/400 of the span
    • E. none of these.
      • Discuss
    • 10. A structural member subjected to tensile force in a direction parallel to its logitudinal axis, is generally known as

    • Options
    • A. a tie
    • B. a tie member
    • C. a tension member
    • D. all the above.
      • Discuss

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