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- Question
A column splice is used to increase
Options- A. length of the column
- B. strength of the column
- C. cross-sectional area of the column
- D. none of these.
- Correct Answer
- length of the column
- 1. When the upper column does not provide full bearing area over lower column, the column splice is provided with the following assumption
Options- A. bearing plate is assumed as a short beam to transmit the axial load to the lower column section
- B. axial load is assumed to be taken by flanges
- C. load transmitted from the flanges of upper column and reactions from the flanges of lower columns are equal and form a couple
- D. all the above. Discuss
- 2. Lug angle is
Options- A. used with single angle member
- B. not used with double angle member
- C. used with channel member
- D. all the above. Discuss
- 3. The connection of one beam to another beam by means of an angle at the bottom and an angle at the top, is known as
Options- A. unstiffened seated connection
- B. stiffened seated connection
- C. seated connection
- D. none of these. Discuss
- 4. An imaginary line along which rivets are placed, is known as
Options- A. rivet line
- B. scrieve line
- C. back line
- D. gauge line
- E. all the above. Discuss
- 5. Rolled steel angle sections are classified as
Options- A. equal angles
- B. unequal angles
- C. bulb angles
- D. all the above. Discuss
- 6. If d is the clear depth of a plate girder, t is the minimum required thickness of the web, C is the maximum clear distance between vertical stiffeners, the moment of inertia of a pair of stiffeners about the centre line of the web, is
Options- A.
- B.
- C.
- D.
Discuss
- 7. In double lacing, the thickness t of flat lacing is
Options- A. t < 1/40 th length between inner end rivets
- B. t < 1/50 th length between inner end rivets
- C. t < 1/60 th length between inner end rivets
- D. t < 1/70 th length between inner end rivets
- E. none of these. Discuss
- 8. To the calculated area of cover plates of a built-up beam, an allowance for rivet holes to be added, is
Options- A. 10%
- B. 13%
- C. 15%
- D. 18%
- E. 20%. Discuss
- 9. The maximum permissible slenderness ratio of compression member carrying dead and superimposed load, is
Options- A. 180
- B. 200
- C. 250
- D. 300
- E. 350 Discuss
- 10. For a steel member of slenderness ratio 350, the allowable stress is 76 kg/cm2 if it is
Options- A. HTW grade of thickness exceeding 32 mm
- B. HT grade of thickness exceeding 45 mm
- C. HT grade of thickness not exceeding 45 mm
- D. All the above. Discuss
Steel Structure Design problems
Search Results
Correct Answer: all the above.
Correct Answer: all the above.
Correct Answer: seated connection
Correct Answer: all the above.
Correct Answer: all the above.
Correct Answer:
Correct Answer: t < 1/60 th length between inner end rivets
Correct Answer: 13%
Correct Answer: 180
Correct Answer: All the above.
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