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  • Question
  • 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 ?

  • Correct Answer
  • 24 ? 


  • Structural Design Specifications problems


    Search Results


    • 1. 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
    • 2. 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
    • 3. The reinforcing bars in beams are not bundled in contact if the diameter of the bars, exceeds

    • Options
    • A. 12 mm
    • B. 20 mm
    • C. 35 mm
    • D. 30 mm
    • E. 36 mm
    • Discuss
    • 4. If l is the effective span in metres and D is overall depth of the section in mm, the structure may be accepted after 24 hour load test, provided the maximum deflection in mm is less than

    • Options
    • A.
    • B.
    • C.
    • D.
    • Discuss
    • 5. The slenderness ratio of single angle discontinuous struts conmected by a single rivet or bolt, shall not exceed

    • Options
    • A. 110
    • B. 130
    • C. 150
    • D. 180
    • Discuss
    • 6. 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
    • 7. 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
    • 8. 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
    • 9. 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
    • 10. 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


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