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Steel Structure Design problems
1. The diameter of a bolt hole is taken as the nominal diameter of the bolt plus
Options
A. 1.0 mm
B. 1.2 mm
C. 1.4 mm
D. 1.6 mm
E. 1.5 mm
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Correct Answer: 1.6 mm
2. For a cantilever beam of length
L
built-in at the support and restrained against torsion at the free end, the effective projecting length
l
is
Options
A.
l
= 0.7
L
B.
l
= 0.75
L
C.
l
= 0.85
L
D.
l
= 0.5
L
E.
l
=
L
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Correct Answer:
l
= 0.75
L
3. The deflection of beams may be decreased by
Options
A. increasing the depth of beam
B. increasing the span
C. decreasing the depth of beam
D. increasing the width of beam
E. none of these.
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Correct Answer: increasing the depth of beam
4. 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
5. 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.
6. 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
7. 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.
8. 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.
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Correct Answer: all the above.
9. 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.
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Correct Answer: hoop tension.
10. 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
Show Answer
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Discuss
Correct Answer: 270
t
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