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Overhanging Monorail

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Stephen Tanner wrote a paper in Engineering Journal (1985) regarding determination of allowable stresses for an overhanging monorail beam with a moving load on the bottom flange. He published a table showing the value of "Cb" as a function of the overhang ratio.

Is any list member aware of any further study or reasearch on the subject?

Thanks.

rajendran


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