*11-72. The reactikın of the ballast on the milway tie can be assumed uniformly distributed over its length as shown. If the WOod has an alkiwable bending stres of o determine the required minimum thicknesstof the rectangular cros sectional area af the tie to the nearest multiples of 5 mm. = 10.5 MPa, 75 AN 75 LN D45 m -15:

International Edition---engineering Mechanics: Statics, 4th Edition
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Author:Andrew Pytel And Jaan Kiusalaas
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Chapter8: Centroids And Distributed Loads
Section: Chapter Questions
Problem 8.71P
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*11-72. The reactikın of the ballast on the milway tie can be
assumed uniformly distributed over its length as shown. If the
WOod has an alkiwable bending stres of o
determine the required minimum thicknesstof the rectangular
cros sectional area af the tie to the nearest multiples of 5 mm.
= 10.5 MPa,
75 AN
75 LN
D45 m
-15:
Transcribed Image Text:*11-72. The reactikın of the ballast on the milway tie can be assumed uniformly distributed over its length as shown. If the WOod has an alkiwable bending stres of o determine the required minimum thicknesstof the rectangular cros sectional area af the tie to the nearest multiples of 5 mm. = 10.5 MPa, 75 AN 75 LN D45 m -15:
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