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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)

121
6t
101
161

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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

30° to 40°
40° to 70°
10° to 30°
90°

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Design of Steel Structure
The statical method of plastic analysis satisfies

mechanism and plastic moment conditions
equilibrium condition only
equilibrium and mechanism conditions
equilibrium and plastic moment conditions

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Design of Steel Structure
Lug angles

are used to reduce the length of connection.
All listed here
increases shear lag.
are unequal angles.

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Design of Steel Structure
If the 20 mm rivets are used in lacing bars, then the minimum width of lacing bar should be

100mm
80mm
60mm
40mm

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Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

1.0 mm
2.0 mm
2.5 mm
1.5 mm

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