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Design of Steel Structure

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

ISLB
ISMB
ISHB
ISWB

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Design of Steel Structure
Area of openings for buildings of large permeability is more than

10% of wall area
30% of wall area
20% of wall area
50% of wall area

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Design of Steel Structure
If the 20 mm rivets are used in lacing bars, then the minimum width of lacing bar should be

60mm
40mm
100mm
80mm

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Design of Steel Structure
For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration?

unqual legged angles with long legs back to back
both (b) or (c)
equal angles back to back
unequal legged angles with short legs back to back

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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
battening
tie plates
lacing

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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°
30° to 40°
90°

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