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Design of Steel Structure

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

zero
infinity
10
100

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Design of Steel Structure
A circular column section is generally not used in actual practice because

it is uneconomical
All of these
it is difficult to connect beams to the round sections
it cannot carry the load safely

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Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

150
180
250
350

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Design of Steel Structure
The statical method of plastic analysis satisfies

equilibrium condition only
equilibrium and mechanism conditions
mechanism and plastic moment conditions
equilibrium and plastic moment conditions

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Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

40 m
10 m
30 m
20 m

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

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

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