. Steel rails; their history, properties, strength and manufacture, with notes on the principles of rolling stock and track design . )5 sq. 16 J6 sq. in. Ratio Total F Moment of Inertia, Modulus, Head, 10Section Modulus, Base, 12 d Rail Section of the American Railvi j. of Head sq. in. Web Base Area of Head eq. in. Web Base Ratio Periphery Head to Area of Head f Web Web Base Base Total 7,86 sq. in. Ratio Total Periphery to Total Area Moment of Inertia, Modulus,

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. Steel rails; their history, properties, strength and manufacture, with notes on the principles of rolling stock and track design . )5 sq. 16 J6 sq. in. Ratio Total F Moment of Inertia, Modulus, Head, 10Section Modulus, Base, 12 d Rail Section of the American Railvi j. of Head sq. in. Web Base Area of Head eq. in. Web Base Ratio Periphery Head to Area of Head f Web Web Base Base Total 7,86 sq. in. Ratio Total Periphery to Total Area Moment of Inertia, Modulus, Head, Modulus, Base, Plate VH. —Proposed Standard Rail Section of the American Railway Association, Series A (recommended 1907). Ratio Periphery HeadWeb to Area of Head Web sq. in. Ratio Total Periphery to Total Area Moment of Inertia, Modulus, Head, Modulus, Base, Total )sedS

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Keywords: ., bookcentury1900, bookdecade1910, bookidsteelrailsth, bookyear1913