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Design of Steel Structure

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

6 mm
9 mm
8 mm
7 mm

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

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

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Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

10° to 30°
90°
40° to 70°
30° to 40°

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Design of Steel Structure
If the floor is supported at or near the bottom but top chords of a bridge is not braced, then the bridge is called

Double deck type
Deck type
Through type
Half through type

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

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

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Design of Steel Structure
Area of openings for buildings of large permeability is more than

10% of wall area
20% of wall area
30% of wall area
50% of wall area

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