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Home
‣
Civil Engineering
‣
Steel Structure Design
Comments
Question
The stress in the wall of a thin cylinder subjected to internal pressure, is
Options
A. hoop compression
B. shear
C. torsional shear
D. hoop tension.
Correct Answer
hoop tension.
Steel Structure Design problems
Search Results
1. In a tension member if one or more than one rivet holes are off the line, the failure of the member depends upon :
Options
A. pitch
B. gauge
C. diameter of the rivet holes
D. all the above.
Show Answer
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Discuss
Correct Answer: all the above.
2. Pick up the correct statement from the following:
Options
A. Loaded columns are supported on column bases
B. Column bases transmit the column load to the concrete foundation
C. Column load is spread over a large area on concrete
D. In column bases, intensity of pressure on concrete block is assumed to be uniform
E. All the above.
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Correct Answer: All the above.
3. Pick up the correct statement from the following:
Options
A. The steel beams placed in plain cement concrete, are known as reinforced beams
B. The filler joists are generally continuous over three-supports only
C. Continuous fillers are connected to main beams by means of cleat angles
D. Continuous fillers are supported by main steel beams
E. All the above.
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Correct Answer: Continuous fillers are supported by main steel beams
4. Stiffeners are used in a plate girder
Options
A. to reduce the compressive stress
B. to reduce the shear stress
C. to take the bearing stress
D. to avoid bulking of web plate.
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Correct Answer: to avoid bulking of web plate.
5. When plates are exposed to weather, tacking rivets are provided at a pitch in line not exceeding (where t is the thickness of the outside plate).
Options
A. 8
t
B. 16
t
C. 24
t
D. 32
t
E. 48
t
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Correct Answer: 16
t
6. The greatest permissible clear dimension of the web of thickness
t
in the panel of a plate girder, is restricted to
Options
A. 180
t
B. 220
t
C. 230
t
D. 260
t
E. 270
t
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Correct Answer: 270
t
7. The stiff portion of a bearing stiffener is taken equal to
Options
A. depth of the beam
B.
th depth of the beam
C.
depth of the beam
D.
depth of the beam.
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Correct Answer:
depth of the beam.
8. If
d
is the distance between the flange angles of a plate girder, vertical stiffeners are provided at a distance not greater than
Options
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
Show Answer
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Correct Answer: 1.25
d
but not less than 0.33
d
9. The load on a lintel is assumed as uniformly distributed if the height of the masonry above it, is upto a height of
Options
A. the effective span
B. 1.25 times the effective span
C. 1.50 times the effective span
D. 2.0 times the effective span
E. 2.5 times the effective span.
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Correct Answer: 1.25 times the effective span
10. The strength of ISA 125 = 75 x 10 mm used as a tie member with its longer leg connected at the ends by 27 mm diameter rivets, is
Options
A. 26,000 kg
B. 26,025 kg
C. 26,050 kg
D. 26,075 kg
E. 27,000 kg
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Correct Answer: 26,075 kg
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