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Home Civil Engineering Steel Structure Design Comments

  • Question
  • The effective length of a double angle strut with angles placed back to back and connected to both the sides of a gusset plate, by not less than two rivets, is


  • Options
  • A. 0.5 L
  • B. 0.67 L
  • C. 0.85 L
  • D. L
  • E. 2 L

  • Correct Answer
  • 0.85 L 


  • Steel Structure Design problems


    Search Results


    • 1. If a pair of angles placed back to back in tension are connected by one leg of each angle, the net effective area of the section, is

    • Options
    • A.
    • B.
    • C.
    • D.
    • E. none of these.
    • Discuss
    • 2. On eccentrically loaded columns, the equivalent axial load may be obtained by

    • Options
    • A. adding the axial load, eccentric load, the product of the bending moment due to eccentric load and the appropriate bending factor
    • B. adding the axial load and eccentric load and subtracting the product of bending moment and appropriate bending factor
    • C. dividing the sum of axial load and eccentric load by the product of the bending moment and appropirate bending factor
    • D. none of these.
    • Discuss
    • 3. Allowable working stress corresponding to the slenderness ratio of double angles placed back to back and connected to one side of a gusset plate, is reduced to

    • Options
    • A. 50%
    • B. 60%
    • C. 70%
    • D. 80%
    • E. 40%
    • Discuss
    • 4. The maximum tensile and compressive bending stress in extreme fibres of rolled I-sections and channels on the effective section, is

    • Options
    • A. 1500 kg/cm2
    • B. 1420 kg/cm2
    • C. 1650 kg/cm2
    • D. 2285 kg/cm2
    • Discuss
    • 5. The tensile strength of mild steel for bolts and nuts should not be less than

    • Options
    • A. 32 kg/mm2
    • B. 36 kg/mm2
    • C. 40 kg/mm2
    • D. 44 kg/mm2
    • Discuss
    • 6. Number of rivets required in a joint, is

    • Options
    • A.
    • B.
    • C.
    • D.
    • E. none of these.
    • Discuss
    • 7. The value of f.o.s 'm' in the formula for safe compressive stress for a column is taken as

    • Options
    • A. 1.5
    • B. 1.6
    • C. 1.68
    • D. 1.88
    • Discuss
    • 8. The diameter of a bolt hole is taken as the nominal diameter of the bolt plus

    • Options
    • A. 1.0 mm
    • B. 1.2 mm
    • C. 1.4 mm
    • D. 1.6 mm
    • E. 1.5 mm
    • Discuss
    • 9. For a cantilever beam of length L built-in at the support and restrained against torsion at the free end, the effective projecting length l is

    • Options
    • A. l = 0.7L
    • B. l = 0.75L
    • C. l = 0.85L
    • D. l = 0.5L
    • E. l = L
    • Discuss
    • 10. The deflection of beams may be decreased by

    • Options
    • A. increasing the depth of beam
    • B. increasing the span
    • C. decreasing the depth of beam
    • D. increasing the width of beam
    • E. none of these.
    • Discuss


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