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- Question
Tacking rivets in compression plates not exposed to the weather, have a pitch not exceeding 300 mm or
Options- A. 16 times the thickness of outside plate
- B. 24 times the thickness of outside plate
- C. 32 times the thickness of outside plate
- D. 36 times the thickness of outside plate.
- Correct Answer
- 32 times the thickness of outside plate
- 1. The distance between the outer faces of flanges of a plate girder, is known as
Options- A. overall depth
- B. clear depth
- C. effective depth
- D. none of these. Discuss
- 2. When a tension member consists of two channel sections, the allowance for rivet hole is made for two holes from
Options- A. each web
- B. each flange
- C. both webs
- D. each web or one hole from each flange whichever is more
- E. each web or one hole from each flange whichever is less. Discuss
- 3. In a built up beam actual bending compressive stress fbc is given by (when y1 is the distance of the edge of the beam from the neutral axis).
Options- A.
- B.
- C.
- D.
- E.
Discuss
- 4. A riveted joint many experience
Options- A. tearing failure of plates
- B. bearing failure of plates
- C. splitting failure of plates at the edges
- D. bearing failure of rivets
- E. all the above. Discuss
- 5. The safe working pressure for a spherical vessel 1.5 m diameter and having 1.5 cm thick wall not to exceed tensile stress 50kg/cm2 , is
Options- A. 16 kg/cm2
- B. 18 kg/cm2
- C. 20 kg/cm2
- D. 22 kg/cm2 Discuss
- 6. Rolled steel angle sections are classified as
Options- A. equal angles
- B. unequal angles
- C. bulb angles
- D. all the above. Discuss
- 7. 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
- 8. 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
- 9. 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
- 10. 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
Steel Structure Design problems
Search Results
Correct Answer: overall depth
Correct Answer: each web or one hole from each flange whichever is less.
Correct Answer:
Correct Answer: all the above.
Correct Answer: 20 kg/cm2
Correct Answer: all the above.
Correct Answer: all the above.
Correct Answer: seated connection
Correct Answer: all the above.
Correct Answer: all the above.
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