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Design of Steel Structure

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

500 mm
600 mm
1000 mm
300 mm

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Design of Steel Structure
Diameter of a bolt hole is usually taken as

nominal diameter + 2.0 mm
nominal diameter + 1.5 mm
gross diameter of bolt
nominal diameter of bolt

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Design of Steel Structure
Battening is preferable when the i) column carries axial load only ii) space between the two main components is not very large iii) column is eccentrically loaded The correct answer is

only (i)
(ii) and (iii)
(i) and (ii)
only (iii)

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

100
180
120
145

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

equally strong
weaker
stronger
Any of these

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Design of Steel Structure
Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is

8 mm
9 mm
6 mm
7 mm

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