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Design of Steel Structure

Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

150
250
180
350

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Design of Steel Structure
A steel beam supporting loads from the floor slab as well as from wall is termed as

stringer beam
header beam
spandrel beam
lintel beam

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

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

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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

40° to 70°
10° to 30°
30° to 40°
90°

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Design of Steel Structure
The minimum thickness of plates in a steel stack should be

6 mm
7 mm
9 mm
8 mm

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

lacing
tie plates
perforated cover plates
battening

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