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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

1.0
between 0.5 and 1.0
0.5
0

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Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

160 mm
163 mm
161 mm
162 mm

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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
50% of wall area
20% of wall area

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Design of Steel Structure
Other conditions being same, the load factor in indeterminate structures is

Equal to load factor in determinate structures
More than the load factor in determinate structures
Unpredictable
Less than the load factor in determinate structures

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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)

161
162
164
163

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

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

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