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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

600 mm
500 mm
300 mm
1000 mm

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Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

250
180
150
350

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Design of Steel Structure
As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into

6 zones
5 zones
3 zones
4 zones

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Design of Steel Structure
Which of the following types of riveted joint is free from bending stresses ?

None of these
butt joint with single cover plate
lap joint
butt joint with double cover plates

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Design of Steel Structure
The actual thickness of butt weld as compared to the thickness of plate is usually

equal
None of these
less
more

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Design of Steel Structure
Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets)

1.5 d
2.5 d
3.0 d
2.0 d

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