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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

300 mm
600 mm
1000 mm
500 mm

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Design of Steel Structure
By providing sufficient edge distance, which of the following failures of riveted joint can be avoided ?

shear failure of the rivet
shear failure of the plate
crushing failure of the rivet
tension failure of the plate

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Design of Steel Structure
The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

4.5 mm
6 mm
8 mm
10 mm

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Design of Steel Structure
According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is

1.8
1.4
2
1

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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
The risk coefficient k, depends on

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

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