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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

350
150
180
250

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Design of Steel Structure
Normally, the angle of roof truss with asbestos sheets should not be less than

26/2°
30°
35°
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

1.5 L
L
0.8 L
0.67 L

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

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

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Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

infinity
100
10
zero

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Design of Steel Structure
The range of economical spacing of trusses varies from

2L/5 to 3L/5 where L is span
L/3 to L/2
L/3 to L/5
L/4to2L/5

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