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  • Question
  • A simply supported beam shall be deemed to be a deep beam if the ratio of its effective span to overall depth, is


  • Options
  • A. 2.0
  • B. 2.5
  • C. less than 2
  • D. less than 2.5

  • Correct Answer
  • 2.0 


  • Structural Design Specifications problems


    Search Results


    • 1. Minimum thickness of steel work directly exposed to weather and accessible for cleaning and repainting, the thickness should be not less than

    • Options
    • A. 4 mm
    • B. 6 mm
    • C. 8 mm
    • D. 7 mm
    • Discuss
    • 2. Pick up the correct statement from the following:

    • Options
    • A. Net sectional area of a tension member is its gross area less deductions for holes
    • B. Gross diameter of river hole is 1.5 mm in excess of its normal diameter if it is greater than 25 mm
    • C. Gross diameter of the rivet hole is 2.0 mm in excess of its normal diameter if it is greater than 25 mm
    • D. The total deduction area for the holes is obtained by the product of the thickness and sum of the diameters of the holes in any chain across the member
    • E. All the above.
    • Discuss
    • 3. The maximum characteristic strength of the stirrups reinforcement, is taken

    • Options
    • A. 350 N/mm2
    • B. 375 N/mm2
    • C. 395 N/mm2
    • D. 415 N/mm2
    • E. none of these.
    • Discuss
    • 4. In limit state method, the design bond stress of M 30 grade concrete for plain bars in tension, is

    • Options
    • A. l.O N/mm2
    • B. 1.2 N/mm2
    • C. 1.4 N/mm2
    • D. 1.5 N/mm2
    • Discuss
    • 5. The distance of the critical section for shear from the periphery of the column or drop panal is at a distance (where d is effective depth of flat slab).

    • Options
    • A. d
    • B.
    • C.
    • D.
    • Discuss
    • 6. The slenderness ratio of a tie in a roof truss if subjected to action of wind and seismic forces, should not be greater than

    • Options
    • A. 180
    • B. 210
    • C. 250
    • D. 350
    • Discuss
    • 7. The value of the constant K in the formula for determining the minimum area of tension reinforcement in a beam is

    • Options
    • A. 0.95
    • B. 0.90
    • C. 0.85
    • D. 0.80
    • Discuss
    • 8. The thickness of the steel

    • Options
    • A. exposed to weather and accessible for repainting, should be not less than 6 mm
    • B. in main members not directly exposed to weather should not be less than 6 mm
    • C. in secondary members not directly exposed to weather shall be not less than 4.5 mm
    • D. All the above.
    • Discuss
    • 9. For the proportions

    • Options
    • A. 1 : the maximum size of aggregates, is 10 mm
    • B. 1 : 2 the maximum size of aggregates, is 20 mm
    • C. 1 : the maximum size of aggregates, is 40 mm
    • D. All the above.
    • Discuss
    • 10. The concrete may be accepted if the average equivalent cube strength of the cores, is at least 85% of the cube strength of the concrete grade at the specified age and no individual core possesses strength less than

    • Options
    • A. 90%
    • B. 85%
    • C. 80%
    • D. 75%
    • E. 70%
    • Discuss


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