Civil Engineering - Steel Structure Design
Exercise :: Steel Structure Design - Section 4
| 1. |
Cold driven rivets range from |
| A. |
6 to 10 mm in diameter | | B. |
10 to 16 mm in diameter | | C. |
12 to 22 mm in diameter | | D. |
22 to 32 mm in diameter | | E. |
none of these. |
Answer: Option C
Explanation:
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| 2. |
The main type of butt joints, is a double cover |
| A. |
shear riveted joint | | B. |
chain riveted joint | | C. |
zig-zag riveted joint | | D. |
all the above. |
Answer: Option D
Explanation:
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| 3. |
Outstanding length of a compression member consisting of a channel, is measured as |
| A. |
half of the nominal width | | B. |
nominal width of the section | | C. |
from the edge to the first row of rivets | | D. |
none of these. |
Answer: Option B
Explanation:
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| 4. |
The equivalent axial load may be defined as the load which produces a stress equal to |
| A. |
maximum stress produced by the eccentric load | | B. |
maximum stressed fibre | | C. |
bending stress | | D. |
none of these. |
Answer: Option A
Explanation:
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| 5. |
If d is the distance between the flange angles of a plate girder, vertical stiffeners are provided at a distance not greater than |
| A. |
d but not less than 0.20 d | | B. |
1.25 d but not less than 0.33 d | | C. |
1.5 d but not less than 0.33 d | | D. |
2.0 d but not less than 0.50 d | | E. |
2.5 d but not less than 0.50 d |
Answer: Option C
Explanation:
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