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Design of Steel Structure

Design of Steel Structure
If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as

1.0
0.5
0
between 0.5 and 1.0

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

180
120
100
145

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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

None of these
vertical intermediate stiffener
horizontal stiffener at neutral axis
bearing stiffener

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Design of Steel Structure
If the floor is supported at or near the bottom but top chords of a bridge is not braced, then the bridge is called

Double deck type
Half through type
Deck type
Through type

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Design of Steel Structure
Study the following statements.
i) Top lateral bracing prevents the sidesway buckling of the chord.
ii) Sway bracing keeps the rectangular shape of the bridge cross-section.
iii) Sway bracing transfers the load from top of end posts to bearings.
The correct answer is

both (i) and (ii)
all (i), (ii) and (iii)
both (i) and (iii)
only (i)

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Design of Steel Structure
Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles)

d/4
d/2
2d/3
d/3

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