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Design of Steel Structure

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
2.0 mm
1.0 mm

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Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

162
164
163
161

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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

600 mm
300 mm
500 mm
1000 mm

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Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the rivets are subjected to

only shear stresses
both (a) and (b)
None of these
only tensile stresses

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Design of Steel Structure
To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be

3
4
5
2

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Design of Steel Structure
The ratio of plastic section modulus to elastic section modulus

is equal to 1
is always less than 1
is always greater than 1
can be less than 1

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