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  • Question

  • For design of a column the eccentricity of loading shall be taken as the distance from the assumed point of application of the load to the centroid of the column, subject to a minimum of


  • Options
  • A. 10 mm
  • B. 20 mm
  • C. 30 mm
  • D. 40 mm
  • E. 50 mm

  • Correct Answer
  • 50 mm 

    • Structural Design Specifications problems

    Search Results

    • 1. The effective and actual lengths of a cantilever are same if continuous at the support,

    • Options
    • A. unstrained against torsion at the support and free at the end
    • B. with partial restraint against torsion of the support and free at the end
    • C. restrained against torsion at the support and free at the end
    • D. none of the these.
      • Discuss
    • 2. The grade of concrete generally not used in the reinforced concrete, is

    • Options
    • A. M 10
    • B. M 15
    • C. M 20
    • D. M 40
      • Discuss
    • 3. In compression members, the lap length of a bar should not be less than

    • Options
    • A. 12 ?
    • B. 16 ?
    • C. 20 ?
    • D. 24 ?
    • E. 30 ?
      • Discuss
    • 4. Moist curing of the exposed surfaces of concrete is done at least for

    • Options
    • A. 3 days
    • B. 5 days
    • C. 7 days
    • D. 14 days
      • Discuss
    • 5. The ratio of minimum compressive strength on 15 cm cubes prepared with the concrete of M 20 grade and M 40 grade, at 7 days should be at least

    • Options
    • A. 1/3
    • B. 1/2
    • C. 3/2
    • D. 2.0
      • Discuss
    • 6. The gap between web plates and flange plates for fillet welds should not be more than

    • Options
    • A. 0.5 mm
    • B. 0.75 mm
    • C. 1.0 mm
    • D. 1.25 mm
    • E. 1.5 mm
      • Discuss
    • 7. Dispersion of load through the flange to web is considered as dispersed uniformly at an angle ?° is

    • Options
    • A. 10°
    • B. 15°
    • C. 20°
    • D. 25°
    • E. 30°
      • Discuss
    • 8. If the ratio of effective span to overall depth of a simply supported beam is equal or greater than 1 but less than or equal to 2, the lever arm, is

    • Options
    • A. 0.2 (l + 2D)
    • B. 0.3 (l + 3D)
    • C. 0.2 (l + 3D)
    • D. 0.3 (l + 2D)
      • Discuss
    • 9. In the formula a + bk for the calculation of the net effective section of single angles in tension connected by one leg only, the value of k, is

    • Options
    • A.
    • B.
    • C.
    • D.
      • Discuss
    • 10. If the slenderness ratio of a column is more than 160, the compressive stress obtained by the secant formula is multiplied by a factor in which value of x is

    • Options
    • A. 0.9
    • B. 1.1
    • C. 1.2
    • D. 1.5
    • E. None of these.
      • Discuss

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