. Railway mechanical engineer . III I^ibre Stress (F) in lower flange due to buffing: _ P re 250,000 250,000 X A Sb 111 Where: P = bufiing force. distance between tile center of gravity of the section and 11,850 per sq. in. tile center line of draft. M. C. li. Ratio ■ 1 Not to Further, if this sill were applied to a box car it wouldliave to take both, horizontal (pulling and buffing), and.

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Keywords: ., bookcentury1900, bookdecade1910, booksubjectrailroadengineering