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Design of Steel Structure

Design of Steel Structure
The heaviest I-section for same depth is

ISLB
ISMB
ISWB
ISHB

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

650 mm
1250 mm
1680 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
1.1 L
1.8 L
1.5 L

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Design of Steel Structure
According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is

2
1.4
1
1.8

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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

10° to 30°
40° to 70°
90°
30° to 40°

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

perforated cover plates
lacing
tie plates
battening

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