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- Question
The maximum spacing of shear reinforcement should not exceed 0.75 d subject to a minimum of
Options- A. 300 mm
- B. 350 mm
- C. 400 mm
- D. 450 mm
- E. 500 mm
- Correct Answer
- 450 mm
- 1. The tolerances for the form work of columns and beams range from
Options- A. - 3 mm to + 6 mm
- B. - 4 mm to + 8 mm
- C. - 6 mm to + 12 mm
- D. - 8 mm to + 12 mm Discuss
- 2. Minimum diameter of the lateral ties should not be less than
Options- A. 4 mm
- B. 5 mm
- C. 6 mm
- D. 10 mm Discuss
- 3. As per IS : 1982, the permissible axial tension in rolled I-beams and channels, is
Options- A. 1500 kg/cm2
- B. 1800 kg/cm2
- C. 1400 kg/cm2
- D. 1420 kg/cm2 Discuss
- 4. The maximum pitch of rivets for compression and tension members should not exceed
Options- A. 32 t
- B. 200 mm
- C. 40 t
- D. 300 mm
- E. both (a) and (d) Discuss
- 5. The pitch of transverse reinforcement of a column is taken as
Options- A. least lateral diamension of the compression member
- B. sixteen times the smallest diameter of the longitudinal reinforcement of the column
- C. forty eight times the diameter of the transverse reinforcement
- D. least value of the above. Discuss
- 6. Pick up the correct statement applicable to cased columns.
Options- A. Single I-beam or channels back with or without flange plates may be used
- B. The overall dimensions of the steel section do not exceed 750 x 450 mm over plate if used
- C. The column is unpainted and is solidly encased in ordinary dense concrete with 10 mm aggregates having a minimum of cube strength 160 kg/cm2 at 28 days
- D. The surface and edges of the steel column should be provided a concrete cover not less than 50 mm
- E. All the above. Discuss
- 7. The ratio of the effective length to the least radius of gyration of a tie member of a roof truss, which gets subjected to reversal of stress shall not exceed
Options- A. 180
- B. 200
- C. 240
- D. 350 Discuss
- 8. The individual part of the structures is subjected to a load test for 24 hours by applying a load equal to full dead load of the structure plus
Options- A. imposed load
- B. 1.15 times imposed load
- C. 1.25 times imposed load
- D. 1.3 times imposed load. Discuss
- 9. If the ratio of effective span to overall depth of a simply supported beam is less than 1, the lever arm is
Options- A. 0.3l
- B. 0.4l
- C. 0.5l
- D. 0.6l Discuss
- 10. The maximum bending moment in a purlin of length L when subjected to a distributed load ?, is assumed
Options- A.
- B.
- C.
- D.
Discuss
Structural Design Specifications problems
Search Results
Correct Answer: - 6 mm to + 12 mm
Correct Answer: 5 mm
Correct Answer: 1500 kg/cm2
Correct Answer: both (a) and (d)
Correct Answer: least value of the above.
Correct Answer: All the above.
Correct Answer: 350
Correct Answer: 1.25 times imposed load
Correct Answer: 0.6l
Correct Answer:
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