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Design of Steel Structure

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

2
5
4
3

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

190
150
180
200

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Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

1.5 mm
1.0 mm
2.0 mm
2.5 mm

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Design of Steel Structure
Generally the purlins are placed at the panel points so as to avoid

Bending moment in rafter
Deflection of rafter
Shear force in rafter
Axial force in rafter

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

7
8
5
6

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

minimum weight
maximum weight
minimum thickness of web
minimum depth

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