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  • Question
  • 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. In the formula a + bk for the calculation of the net effective section of single angles in tension c
  • B. In the formula a + bk for the calculation of the net effective section of single angles in tension c
  • C. In the formula a + bk for the calculation of the net effective section of single angles in tension c
  • D. In the formula a + bk for the calculation of the net effective section of single angles in tension c

  • Correct Answer
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  • Structural Design Specifications problems


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    • 1. 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
    • 2. 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
    • 3. 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
    • 4. 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
    • Discuss
    • 5. 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
    • 6. 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
    • 7. The distance between, rivet line and the nearest edge of a joint not exposed to weather, is taken (where t is thickness in mm of the thinner outside plate).

    • Options
    • A. 6 t
    • B. 8 t
    • C. 10 t
    • D. 12 t
    • Discuss
    • 8. The minimum compressive strength on 15 cm cubes of M 30 grade concrete at 7 days, should be a minimum of

    • Options
    • A. 7 N/mm2
    • B. 10 N/mm2
    • C. 20 N/mm2
    • D. 30 N/mm2
    • Discuss
    • 9. If D is the overall thickness of the slab, the diameter of the reinforcing bars should not exceed

    • Options
    • A.
    • B.
    • C.
    • D.
    • E.
    • Discuss
    • 10. The minimum pitch i.e., the distance between centres of rivet holes is not less than

    • Options
    • A. 1.5 times the hole diameter
    • B. 2.0 times the hole diameter
    • C. 2.5 times the hole diameter
    • D. 3.0 times the hole diameter
    • E. None of these.
    • Discuss


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