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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
0
0.5
1.0

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

180
100
145
120

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Design of Steel Structure
For a standard 45° fillet, the ratio of size of fillet to throat thickness is

V2 : 1
1:1
1 : V2
2: 1

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Design of Steel Structure
The external wind pressure acting on a roof depends on

degree of permeability of roof
both (a) and (b)
slope of roof
None of these

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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

180
150
250
350

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Design of Steel Structure
Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is

30%
50%
40%
60%

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