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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
According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is

2
1.4
1.8
1

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

180
190
150
200

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Design of Steel Structure
The mechanism method of plastic analysis satisfies

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

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Design of Steel Structure
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

1000 mm
300 mm
600 mm
500 mm

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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
150
180
250

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