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Steel Structure Design problems

  • 1. 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
  • 2. 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
  • 3. 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
  • 4. 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
  • 5. 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
    • 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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