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Design of Steel Structure

Design of Steel Structure
Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected)

101
161
121
6t

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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

600 mm
500 mm
1000 mm
300 mm

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Design of Steel Structure
Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet)

1.5 d
2.0 d
2.5 d
3.0 d

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

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

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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:

4.5 mm
6 mm
8 mm
10 mm

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Design of Steel Structure
The portal bracing in a truss bridge is used to

Keep the rectangular shape of the bridge cross-section
Prevent the sides-way buckling of top chord
Transfer load from top of end posts to bearings
Stiffen the structure laterally

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