Design of Steel Structure
The centrifugal force due to curvature of track is assumed to act on the bridge at a height of

1.50 m above the rail level
1.83 m above the rail level
2.13 m above the rail level
1.23 m above the rail level

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Design of Steel Structure
The bracing between two columns of a steel tank will be designed to resist

horizontal shear due to wind or earthquake only
horizontal, shear due to wind or earthquake + 2.5% of column loads
column loads + 2.5% of horizontal shear due to wind or earthquake
column loads + full horizontal shear due to wind or earthquake

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