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Design of Steel Structure

Design of Steel Structure
Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is

7 mm
9 mm
6 mm
8 mm

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Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

40° to 70°
10° to 30°
90°
30° to 40°

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Design of Steel Structure
The range of economical spacing of trusses varies from

L/4to2L/5
2L/5 to 3L/5 where L is span
L/3 to L/2
L/3 to L/5

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Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

2.33
2.34
2.01
1.0

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Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.3 L
1.8 L
1.1 L
1.5 L

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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
0.5

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