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Design of Steel Structure

Design of Steel Structure
Lug angles

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

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

650 mm
1680 mm
1250 mm
810 mm

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Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.3 L
1.5 L
1.1 L
1.8 L

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Design of Steel Structure
The best arrangement to provide unified behaviour in built up steel columns is by

battening
perforated cover plates
lacing
tie plates

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

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

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Design of Steel Structure
Horizontal stiffener in a plate girder is provided to safeguard against

All of these
compression buckling of web plate
yielding
shear buckling of web plate

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