A railroad tie (or sleeper) is subjected to two rail loads, each of magnitude P = 175 kN, acting as shown in the figure. The reaction q of the ballast is assumed to be uniformly distributed over the length of the tie, which has cross-sectional dimensions b= 300 mm and h = 250 mm. The distance L-1500 mm and the overhang length a - 500 mm. a) Draw Bending Moment diagram for the sleeper. b) Calculate the maximum bending stress ou, in the tie due to the loads P.

A railroad tie (or sleeper) is subjected to two rail loads, each of magnitude P = 175 kN, acting as shown in the figure. The reaction q of the ballast is assumed to be uniformly distributed over the length of the tie, which has cross-sectional dimensions b= 300 mm and h = 250 mm. The distance L-1500 mm and the overhang length a - 500 mm. a) Draw Bending Moment diagram for the sleeper. b) Calculate the maximum bending stress ou, in the tie due to the loads P.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter4: Shear Forces And Bending Moments

Section: Chapter Questions

Problem 4.3.22P: Find expressions for shear force V and moment M at v = L/2 of beam AB in structure (a). Express V...

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A Railroad tie

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