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Design of Steel Structure

Design of Steel Structure
For a standard 45° fillet, the ratio of size of fillet to throat thickness is

2: 1
1:1
1 : V2
V2 : 1

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Design of Steel Structure
Hudson’s formula gives the dead weight of a truss bridge as a function of

effective span of bridge
top chord area
heaviest axle load of engine
bottom chord area

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Design of Steel Structure
The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

10 mm
4.5 mm
6 mm
8 mm

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Design of Steel Structure
Other conditions being same, the load factor in indeterminate structures is

More than the load factor in determinate structures
Less than the load factor in determinate structures
Equal to load factor in determinate structures
Unpredictable

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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

500 mm
300 mm
600 mm
1000 mm

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Design of Steel Structure
Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is

9 mm
8 mm
6 mm
7 mm

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