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Civil Engineering
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Steel Structure Design
Comments
Question
For a rectangular section, the ratio of the maximum and average shear stresses, is
Options
A. 1.5
B. 2.0
C. 2.5
D. 3.0
E. 4.0
Correct Answer
1.5
Steel Structure Design problems
Search Results
1. The failure of a web plate takes place by yielding if the ratio of the clear depth to thickness of the web, is less than
Options
A. 45
B. 55
C. 60
D. 75
E. 82
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Correct Answer: 82
2. The distance measured along one rivet line from the centre of a rivet to the centre of adjoining rivet on an adjacent parallel rivet line, is called
Options
A. pitch of rivet
B. gauge distance of rivet
C. staggered pitch
D. all the above
E. none of these.
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Correct Answer: staggered pitch
3. Tongue plates are provided in a steel girder at
Options
A. the upper flange
B. the lower flange
C. the upper end of the web
D. the lower end of the web
E. the upper and lower ends of the web.
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Correct Answer: the upper and lower ends of the web.
4. For determination of allowable stress in axial compression, Indian Standard Institution has adopted
Options
A. Euler's formula
B. Rankine formula
C. Engesser formula
D. Secant formula
E. Perry Robertson formula.
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Correct Answer: Secant formula
5. The rolled steel I-sections are most commonly used as beams because these provide
Options
A. large moment of inertia with less cross-sectional area
B. large moment of resistance as compared to other section
C. greater lateral stability
D. all the above.
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Correct Answer: all the above.
6. Web crippling generally occurs at the point where
Options
A. bending moment is maximum
B. shearing force is minimum
C. concentrated loads act
D. deflection is maximum
E. all the above.
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Correct Answer: concentrated loads act
7. Slenderness ratio of a compression member is
Options
A.
B.
C.
D.
E.
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Correct Answer:
8. According to IS : 800 - 71, the minimum thickness of a vertically stiffened web plate, shall not be less than
Options
A.
B.
C.
D.
E. none of these.
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Correct Answer:
9. If flexural rigidity of a column whose length is
L
and the loaded end is free, is
El
, the critical load will be
Options
A.
B.
C.
D.
E.
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Correct Answer:
10. In plastic analysis, the shape factor for circular sections, is
Options
A. 1.5
B. 1.6
C. 1.697
D. none of these.
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Correct Answer: 1.697
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