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  • Design of Prestressed Concrete Sleepers Global Railway

    For sleeper pitch (i.e., interval between the sleepers) up to 650mm, and for a rail with a mass greater than 46 kg/m, a factor of γd = 0.5 is applied: i.e., 50% of the wheel load acts directly on the sleeper located immediately beneath the wheel, with 25% acting on each of the two adjacent sleepers.

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