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

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

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Design of Steel Structure
The sway bracing is designed to transfer

25% of the top panel wind load to bottom bracing
10% of the top panel wind load to bottom bracing
50% of the top panel wind load to bottom bracing
2Vi % of the top panel wind load to bottom bracing

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