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Design of Steel Structure

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

180
145
120
100

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Design of Steel Structure
Bearing stiffener in a plate girder is used to

transfer the load from the top flange to the bottom one
decrease the effective depth of web
prevent excessive deflection
prevent buckling of web

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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

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

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Design of Steel Structure
The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)

6t
4t
3t
8t

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Design of Steel Structure
In moment resistant connections, the moment resistance of riveted connection depends upon

Shear in rivets
Compression in rivets
Tension in rivets
Strength of rivets in bearing

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.33 d
1.5 d
1.75 d
1.25 d

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