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Design of Steel Structure

Design of Steel Structure
As compared to field rivets, the shop rivets are

weaker
stronger
equally strong
Any of these

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Design of Steel Structure
Lacing bars in a steel column should be designed to resist

Shear force due to 2.5% of the column load
2.5% of the column load
Bending moment due to 2.5% of the column load
Both (A) and (B)

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Design of Steel Structure
Economical depth of a plate girder corresponds to

minimum thickness of web
maximum weight
minimum weight
minimum depth

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Design of Steel Structure
Lug angles

are unequal angles.
increases shear lag.
All listed here
are used to reduce the length of connection.

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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

1000 mm
300 mm
500 mm
600 mm

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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
1.0
0.5
between 0.5 and 1.0

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