## Calculate concrete dead load camber for Bridge A using: Line girder and analysis Grid analysis

• Line girder analysis
• Grid analysis

Bridge ‘A’ is an extreme case of straight skew bridges and is used to show extreme skew effects in previous studies. Bridge A has 300 ft. long 144 inches deep girders simply supported on 70.4o skewed supports. The girders of Bridge A are braced with X-type cross frames containing L6 x 6 x 1 angles. The bridge uses staggered cross frames at spacing of 22 ft. between 9 girders at 9.25 ft. c/c spacing. Framing plans and sizes of the web and flanges of the bridges studied are shown in Figure1.

Assume a uniform concrete dead load of 1kip/ft on each girder. Density of concrete is 150 lb/ft^3

Figure1: Framing plans and girder sizes of the Bridge A

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