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Design of Steel Structure

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
According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as

0.67 L
L
0.8 L
1.5 L

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

9 mm
6 mm
7 mm
8 mm

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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

40mm
100mm
80mm
60mm

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Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

0
± 0.7
± 0.2
±0.5

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

ISWB
ISHB
ISMB
ISLB

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