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Design of Steel Structure

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

20 m
40 m
30 m
10 m

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

2450 litre
1950 litre
1650 litre
1000 litre

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Design of Steel Structure
Gantry girders are designed to resist

lateral, longitudinal and vertical loads
longitudinal loads and vertical loads
lateral loads
lateral and longitudinal loads

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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
0.5
0

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Design of Steel Structure
The risk coefficient k, depends on

None of these
both (a) and (b)
mean probable design life of structures
basic wind speed

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Design of Steel Structure
Rivets connecting flange angles to cover plates in a plate girder are subjected to

C. Both (A) and (B)
Horizontal shear only
Vertical load only
None of these

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