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Civil Engineering
‣
Steel Structure Design
Comments
Question
The cross-section of a standard fillet is a triangle whose base angles are
Options
A. 45° and 45°
B. 30° and 60°
C. 40° and 50°
D. 20° and 70°
Correct Answer
45° and 45°
Steel Structure Design problems
Search Results
1. The critical stress on a column for elastic buckling given by Euler's formula, is
Options
A.
B.
C.
D.
Show Answer
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Discuss
Correct Answer:
2. The maximum permissible slenderness ratio of a member carrying loads resulting from wind, is
Options
A. 180
B. 200
C. 250
D. 300
E. 350
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Correct Answer: 250
3. Column footing is provided
Options
A. to spread the column load over a larger area
B. to ensure that intensity of bearing pressure between the column footing and soil does not exceed permissible bearing capacity of the soil
C. to distribute the column load over soil through the column footing
D. all the above.
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Correct Answer: all the above.
4. The thickness
t
of a single flat lacing should not be less than
Options
A. 1/30 th length between inner end rivets
B. 1/40 th length between inner end rivets
C. 1/50 th length between inner end rivets
D. 1/60 th length between inner end rivets
E. none of these.
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Correct Answer: 1/40 th length between inner end rivets
5. The critical load for a column of length I hinged at both ends and having flexural rigidity El, is given by
Options
A.
B.
C.
D. none of these
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Correct Answer:
6. A second horizontal stiffener is always placed at the neutral axis of the girder if the thickness of the web is less than
Options
A.
d
/250 for structural steel
B.
d
/225 for high tensile steel
C. both (c) and (b)
D. neither (a) nor (b)
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Correct Answer: both (c) and (b)
7. Pick up the correct statement from the following:
Options
A. Vertical stiffeners may be placed in pairs one on each side of the web
B. Single vertical stiffeners may be placed alternately on opposite sides of the web
C. Horizontal stiffeners may be placed in pairs one on each side of the web
D. Horizontal stiffeners may be placed alternately on opposite sides of the web
E. All the above.
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Correct Answer: All the above.
8. A structural member subjected to compressive stress in a direction parallel to its longitudinal axis, is generally known as
Options
A. column
B. stanchion
C. post
D. strut
E. all the above.
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Correct Answer: all the above.
9. The ratio of longitudinal stress to strain within eiastic limit, is known as
Options
A. modulus of elasticity
B. shear modulus of elasticity
C. bulk modulus of elasticity
D. tangent modulus of elasticity
E. all the above.
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Correct Answer: modulus of elasticity
10. The permissible stress in bending for rolled steel I-beams and channels, is
Options
A. 1500 kg/cm
2
B. 1575 kg/cm
2
C. 945 kg/cm
2
D. 1650 kg/cm
2
E. 1875 kg/cm
2
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Correct Answer: 1650 kg/cm
2
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