Design of Steel Structure
Hudson’s formula gives the dead weight of a truss bridge as a function of

top chord area
effective span of bridge
bottom chord area
heaviest axle load of engine

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Design of Steel Structure
The sway bracing is designed to transfer

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

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