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Design of Steel Structure

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

minimum thickness of web
minimum weight
maximum weight
minimum depth

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Design of Steel Structure
The number of seismic zones in which the country has been divided are

6
7
5
8

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

150
200
190
180

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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
The use of tie plates in laced columns is

prohibited
permitted between two parts of the lacing
not prohibited
permitted at start and end of lacing system only

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

2.0 d
3.0 d
1.5 d
2.5 d

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