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Design of Steel Structure

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)

161
164
163
162

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Design of Steel Structure
In the virtual work method, the virtual quantity is

Displacement
Moment
Slope
Load

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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

4
3
2
5

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Design of Steel Structure
Gantry girders are designed to resist

lateral loads
longitudinal loads and vertical loads
lateral and longitudinal loads
lateral, longitudinal and vertical loads

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Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

increasing the length of the bearing plates
None of these
providing suitable stiffeners
increasing the web thickness

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Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

163 mm
161 mm
160 mm
162 mm

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