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Discussion
Home
‣
Civil Engineering
‣
Steel Structure Design
Comments
Question
A structural member subjected to tensile force in a direction parallel to its logitudinal axis, is generally known as
Options
A. a tie
B. a tie member
C. a tension member
D. all the above.
Correct Answer
all the above.
Steel Structure Design problems
Search Results
1. For simply supported beams, the maximum permitted deflection, is
Options
A. 1/325 of the span
B. 1/350 of the span
C. 1/375 of the span
D. 1/400 of the span
E. none of these.
Show Answer
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Discuss
Correct Answer: 1/325 of the span
2. If
f
bt
and
f
c
are the co-existent bending tensile stress and shear stress in a member, the equivalent stress
f
c
is
Options
A.
B.
C.
D.
Show Answer
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Discuss
Correct Answer:
3. 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.
4. 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
5. 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
Show Answer
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Discuss
Correct Answer: 350
6. The size of a butt weld is specified by the effective throat thickness which in the case of incomplete penetration, is taken as
Options
A.
of the thickness of thicker part
B.
of the thickness of thicker part
C.
of the thickness of thinner part
D.
of the thickness of thinner part
E. none of these.
Show Answer
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Discuss
Correct Answer:
of the thickness of thinner part
7. The side thrust
T
on the tie rods provided at the end beam of jack arch of rise
R
, is calculated from the formula
Options
A.
B.
C.
D.
Show Answer
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Discuss
Correct Answer:
8. The thickness of the web of a mild steel plate girder is less than
d
/200. If only one horizontal stiffener is used, it is placed at
Options
A. the neutral axis of the section
B. 2/3rd of the depth of the neutral axis from the compression flange
C. 2/5th of the depth of the neutral axis from the compression flange
D. 2/5th of the height of the neutral axis from tension flange
E. none of these.
Show Answer
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Discuss
Correct Answer: 2/5th of the depth of the neutral axis from the compression flange
9. If
d
is the distance between the flange angles,
Options
A. vertical stiffeners are provided in steel plate girders if the web is less than
d
/85
B. vertical stiffeners are provided in high tensile steel plate girders if the web is less than
d
/175
C. horizontal stiffeners are provided in high tensile girder steel plate if the web is less than
d
/180
D. horizontal stiffeners are provided in steel plate girders if the web is less than
d
/200
E. All the above.
Show Answer
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Discuss
Correct Answer: All the above.
10. The beam outside a wall upto floor level above it, is known as
Options
A. rafter
B. purlin
C. spandrel beam
D. lintel
E. none of these.
Show Answer
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Discuss
Correct Answer: spandrel beam
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