Design of Steel Structures (2180610) MCQs

MCQs of Design of foot-over bridges

Showing 11 to 16 out of 16 Questions
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11.
For hot rolled channel, angle, T and solid section, buckling class is
(a) a
(b) d
(c) b
(d) c
Answer:

Option (d)

12.
In footover bridge, effective length of top chord member of truss is ____________.
(a) 2.0 L
(b) 1.0 L
(c) 1.2 L
(d) 0.8 L
Answer:

Option (b)

13.
In design of foot over bridge, slenderness ratio is design criteria for _____________.
(a) Tension members
(b) Compression members
(c) Cross beams
(d) All of above.
Answer:

Option (b)

14.
The imperfection factor, α for buckling class a is ________.
(a) 0.76
(b) 0.34
(c) 0.49
(d) 0.21
Answer:

Option (d)

15.
The imperfection factor, α for buckling class b is ________.
(a) 0.49
(b) 0.76
(c) 0.34
(d) 0.21
Answer:

Option (c)

16.
The imperfection factor, α for buckling class c is ________.
(a) 0.21
(b) 0.49
(c) 0.34
(d) 0.76
Answer:

Option (b)

Showing 11 to 16 out of 16 Questions
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