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  • Question

  • 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. If M is the moment due to a couple in a bearing plate whose width is b and allowable bending stress
  • B. If M is the moment due to a couple in a bearing plate whose width is b and allowable bending stress
  • C. If M is the moment due to a couple in a bearing plate whose width is b and allowable bending stress
  • D. If M is the moment due to a couple in a bearing plate whose width is b and allowable bending stress
  • E.

  • Correct Answer
  •  

    • Steel Structure Design problems

    Search Results

    • 1. 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
    • 2. 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
    • 3. With a percentage increase of carbon in steel, decreases its

    • Options
    • A. strength
    • B. hardness
    • C. brittleness
    • D. ductility.
      • Discuss
    • 4. 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
    • 5. 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.
      • Discuss
    • 6. If L is the overall length of a combined footing having A as its area, d being the distance between the centre of gravity of the base and centre of the base, the larger width b is

    • Options
    • A.
    • B.
    • C.
    • D.
      • Discuss
    • 7. If W and L are the total superimposed load and the span of a plate girder in metres, the approximate self weight (W) of the girder, is taken as

    • Options
    • A.
    • B.
    • C.
    • D.
    • E.
      • Discuss
    • 8. In case horizontal stiffeners are not used, the distance between vertical legs of flange angles at the top and bottom of a plate girder, is known as

    • Options
    • A. overall depth
    • B. clear depth
    • C. effective depth
    • D. none of these.
      • Discuss
    • 9. A fillet weld whose axis is parallel to the direction of the applied load, is known as

    • Options
    • A. diagonal filler weld
    • B. end fillet weld
    • C. side fillet weld
    • D. all the above.
      • Discuss
    • 10. Effective length of a column effectively held in position and restrained in direction at both ends, is

    • Options
    • A. L
    • B. 0.67 L
    • C. 0.85 L
    • D. 1.5 L
    • E. 2 L
      • Discuss

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