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Design of Steel Structure

Design of Steel Structure
If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as

between 0.5 and 1.0
1.0
0
0.5

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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 cannot carry the load safely
it is difficult to connect beams to the round sections

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Design of Steel Structure
In the virtual work method, the virtual quantity is

Moment
Displacement
Slope
Load

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

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

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Design of Steel Structure
The ratio of plastic section modulus to elastic section modulus

is equal to 1
is always less than 1
is always greater than 1
can be less than 1

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

100
10
zero
infinity

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