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Home ‣ Civil Engineering ‣ Steel Structure Design Comments
  • Question

  • 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.

  • Correct Answer
  • 1/325 of the span 

    • Steel Structure Design problems

    Search Results

    • 1. 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
    • 2. 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
    • 3. 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
    • 4. 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
    • 5. 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
    • 6. 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
    • 7. The size of a butt weld is specified by the effective throat thickness which in the case of incomplete penetration, is taken as

    • Options
    • A. of the thickness of thicker part
    • B. of the thickness of thicker part
    • C. of the thickness of thinner part
    • D. of the thickness of thinner part
    • E. none of these.
      • Discuss
    • 8. The side thrust T on the tie rods provided at the end beam of jack arch of rise R, is calculated from the formula

    • Options
    • A.
    • B.
    • C.
    • D.
      • Discuss
    • 9. The thickness of the web of a mild steel plate girder is less than d/200. If only one horizontal stiffener is used, it is placed at

    • Options
    • A. the neutral axis of the section
    • B. 2/3rd of the depth of the neutral axis from the compression flange
    • C. 2/5th of the depth of the neutral axis from the compression flange
    • D. 2/5th of the height of the neutral axis from tension flange
    • E. none of these.
      • Discuss
    • 10. If d is the distance between the flange angles,

    • Options
    • A. vertical stiffeners are provided in steel plate girders if the web is less than d/85
    • B. vertical stiffeners are provided in high tensile steel plate girders if the web is less than d/175
    • C. horizontal stiffeners are provided in high tensile girder steel plate if the web is less than d/180
    • D. horizontal stiffeners are provided in steel plate girders if the web is less than d/200
    • E. All the above.
      • Discuss

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