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Design of Steel Structure

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

maximum weight
minimum thickness of web
minimum depth
minimum weight

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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
5
2
3

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Design of Steel Structure
The bracing provided in the plane of end posts is called

top lateral bracing
sway bracing
bottom lateral bracing
portal bracing

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Design of Steel Structure
Shape factor is a property which depends

both on the yield stress and ultimate stress of material
only on the yield stress of the material
only on the ultimate stress of the material
only on the geometry of the section

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

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

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Design of Steel Structure
If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as

between 0.5 and 1.0
0.5
1.0
0

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