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  • Users: Nabilhus
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  1. Nabilhus

    LFD bridge design specification

    Hello, when applying the impact factor for live loads shown in the LFD design manual using the furmula I=50/L+125 (ft), should this factor be applied to the equavilent lane load with the floating concentrated load (18k and 0.64 klf for moment and 24k with 0.64klf for shear)?

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