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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
0
between 0.5 and 1.0
0.5

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Design of Steel Structure
In the cross-section of a weld, throat is the

maximum dimension
None of these
average dimension
minimum dimension

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Design of Steel Structure
The best arrangement to provide unified behaviour in built up steel columns is by

battening
perforated cover plates
lacing
tie plates

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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

350
180
250
150

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Design of Steel Structure
For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure)

zero
±0.2p
± 0.5 p
±0.7p

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Design of Steel Structure
The number of seismic zones in which the country has been divided are

7
8
6
5

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