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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

4
5
3
2

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Design of Steel Structure
The moment-curvature relation at a plastic hinge is

constant curvature for all moments
linear
constant moment for all curvatures
parabolic

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Design of Steel Structure
The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)

8t
3t
6t
4t

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Design of Steel Structure
The range of economical spacing of trusses varies from

L/3 to L/5
L/3 to L/2
L/4to2L/5
2L/5 to 3L/5 where L is span

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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
163
164
161

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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

bearing stiffener
vertical intermediate stiffener
None of these
horizontal stiffener at neutral axis

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