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  1. ThoF

    Unbraced length for compression design of steel box top chord in a warren arch pony truss bridge

    Hi, im designing a pony truss highway bridge with a total span of 85m, the truss is warren type and top chord have an arch form with 7m rise. i have done a 3D finite element model and the buckling factor (obtained with eigenvalues) is more than 1, then i think this is ok, but when im designing...

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