PROBLEM 5.5-12
International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter9: Moments And Products Of Inertia Of Areas
Section: Chapter Questions
Problem 9.40P
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Question
A railroad tie (or sleepe1) 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.
Calculate the maximum bending stress 111ma inthe tie due to the loads P, assuming the distance L =1500 mm and the overhang
length a =500 mm.
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