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Design of Steel Structure

Design of Steel Structure
Lug angles

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

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

lacing
perforated cover plates
tie plates
battening

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Design of Steel Structure
Gantry girders are designed to resist

longitudinal loads and vertical loads
lateral, longitudinal and vertical loads
lateral and longitudinal loads
lateral loads

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Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

1.50 kN/m2
1.35 kN/m2
0.75 kN/m2
0.65 kN/m2

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Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

85 t
50 t
200 t
250 t

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Design of Steel Structure
The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is

None of these
only (ii)
only (i)
both (i) and (ii)

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