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- Question
If the end of a beam of span L carrying a designed load W is partially restrained by a built up wall, it is designed to resist the negative moment at the face of the support, equal to
Options- A.
- B.
- C.
- D.
- E.
- Correct Answer
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- 1. Pick up the correct statement from the following:
Options- A. The distance between centres of two adjacent rivets in line with the direction of stress shall not exceed 16 t or 200 mm whichever is less in tension members
- B. The distance between the centres of two adjacent rivets in line with the direction of stress shall not exceed 12 t or 203 mm whichever is less in compression members
- C. The minimum pitch of rivets should not be less than 2.5 times the diameter of the rivet hole
- D. The distance between centres of any two consecutive rivets in a line adjacent and parallel to an edge of an outside plate shall hot exceed 100 mm + 4 t or 200 mm whichever is less both in compression and tension
- E. All the above. Discuss
- 2. For concreting of heavily reinforced sections without vibration, the workability of concrete should be
Options- A. very low
- B. low
- C. medium
- D. high. Discuss
- 3. Bending moment values for filler joists
Options- A. near middle of end span is +
- B. at support next to end support is -
- C. at middle of interior spans is +
- D. at other interior supports is -
- E. all the above. Discuss
- 4. Pick up the correct statement for the web stiffeners.
Options- A. vertical stiffeners are spaced at a distance not greater than 1.5 d and not less than 0.33 d
- B. d is the distance between flange angles or the clear distance between flanges
- C. for horizontal stiffeners, d is the clear distance between the horizontal stiffener and the tension flange
- D. all the above. Discuss
- 5. Removal of props under
Options- A. slabs spanning upto 4.5 m is 7 days
- B. slabs spanning more than 4.5 m is 14 days
- C. beams spanning upto 6 m is 14 days
- D. beams spanning more than 6 m is 21 days
- E. all the above. Discuss
- 6. The permissible bending stresses Pbet for steel slab bases should not exceed
Options- A. 1500 kg/cm2
- B. 1650 kg/cm2
- C. 1800 kg/cm2
- D. 1890 kg/cm2 Discuss
- 7. For achieving suitably a low permeability
Options- A. strong and dense aggregates are used
- B. low water - cement ratio is used
- C. proper curing is done for hydration
- D. proper compaction is done
- E. All the above. Discuss
- 8. If the specified thickness of a footing is 100 cm, the depth of the form work may be tolerated from
Options- A. - 2 mm to + 2 mm
- B. - 3 mm to + 3 mm
- C. - 4 mm to + 4 mm
- D. - 5 mm to + 5 mm Discuss
- 9. The effective depth of a shallow beam is the distance between
Options- A. maximum compression and tension fibres
- B. neutral axis and maximum compression fibre
- C. neutral axis and maximum tension fibre
- D. maximum compression fibre and the centroid of the tension reinforcement
- E. none of these. Discuss
- 10. Moist sand may contain surface water by mass upto
Options- A. 7.5%
- B. 5.0%
- C. 2.5%
- D. 1.25% Discuss
Structural Design Specifications problems
Search Results
Correct Answer: All the above.
Correct Answer: high.
Correct Answer: all the above.
Correct Answer: all the above.
Correct Answer: all the above.
Correct Answer: 1500 kg/cm2
Correct Answer: All the above.
Correct Answer: - 5 mm to + 5 mm
Correct Answer: maximum compression fibre and the centroid of the tension reinforcement
Correct Answer: 2.5%
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