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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
250
180

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Design of Steel Structure
The capacity of the smallest pressed steel tank is

1650 litre
1000 litre
2450 litre
1950 litre

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

10
infinity
100
zero

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Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

162
164
163
161

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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°
90°
30° to 40°
40° to 70°

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

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

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