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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
101
161
6t

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.5 d
1.33 d
1.25 d
1.75 d

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Design of Steel Structure
Lug angles

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

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Design of Steel Structure
The effective length of a fillet weld should not be less than

Two times the weld size
Six times the weld size
Four times the weld size
Weld size

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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

horizontal stiffener at neutral axis
bearing stiffener
vertical intermediate stiffener
None of these

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Design of Steel Structure
Diameter of a bolt hole is usually taken as

nominal diameter + 2.0 mm
gross diameter of bolt
nominal diameter + 1.5 mm
nominal diameter of bolt

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