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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
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

2.5 mm
1.5 mm
1.0 mm
2.0 mm

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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
500 mm
300 mm
600 mm

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

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

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Design of Steel Structure
The least dimension in case of a circular column of diameter D is taken as

0.5 D
0.68 D
0.78 D
0.88 D

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Design of Steel Structure
The risk coefficient k, depends on

mean probable design life of structures
both (a) and (b)
None of these
basic wind speed

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