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Design of Steel Structure

Design of Steel Structure
Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet)

1.5 d
3.0 d
2.0 d
2.5 d

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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

0
0.5
1.0
between 0.5 and 1.0

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Design of Steel Structure
Horizontal stiffener in a plate girder is provided to safeguard against

All of these
shear buckling of web plate
compression buckling of web plate
yielding

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Design of Steel Structure
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

300 mm
500 mm
600 mm
1000 mm

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

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

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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
8t
4t
3t

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