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Civil Engineering
‣
Steel Structure Design
Comments
Question
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
Correct Answer
1.25
d
but not less than 0.33
d
Steel Structure Design problems
Search Results
1. 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.
Show Answer
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Discuss
Correct Answer:
depth of the beam.
2. 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
3. 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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Discuss
Correct Answer: hoop tension.
4. 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.
5. 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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Discuss
Correct Answer: All the above.
6. 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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Discuss
Correct Answer: 1.25 times the effective span
7. 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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Discuss
Correct Answer: 26,075 kg
8. Maximum permissible slenderness ratio of a member normally acting as a tie in a roof truss, is
Options
A. 180
B. 200
C. 250
D. 300
E. 350
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Correct Answer: 350
9. If
P
is the wind pressure in kg/cm
2
,
v
is the velocity in km/hour and
K
is a constant of proportionality, then
Options
A. P = K/v
2
B. v = K/P
2
C. P = Kv
2
D. P = Kv
Show Answer
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Discuss
Correct Answer: P = Kv
2
10. Efficiency of a riveted joint is defined as the ratio of
Options
A. least strength of a riveted joint to the strength of solid plate
B. greatest strength of a riveted joint to the strength of solid plate
C. least strength of a riveted plate to the greatest strength of the riveted joint
D. all the above.
Show Answer
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Discuss
Correct Answer: all the above.
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