. Steel rails; their history, properties, strength and manufacture, with notes on the principles of rolling stock and track design . 80 lbs. per yd. Area of Head sq. in. 42% Ratio Periphery of Head to Area of Head Web 21% Web Web Base_2^ 37% Base Base Total sq. in. 100% Ratio Total Periphery to Total Area of Inertia, Modulus, Head, Modulus, Base, Area of Head sq. in. 42% Web 21%« Base 37% 100 lbs. per yd. Ratio Periphery of Head to Area of Head Web Web Base Base Total sq. in. 100% Ratio
. Steel rails; their history, properties, strength and manufacture, with notes on the principles of rolling stock and track design . 80 lbs. per yd. Area of Head sq. in. 42% Ratio Periphery of Head to Area of Head Web 21% Web Web Base_2^ 37% Base Base Total sq. in. 100% Ratio Total Periphery to Total Area of Inertia, Modulus, Head, Modulus, Base, Area of Head sq. in. 42% Web 21%« Base 37% 100 lbs. per yd. Ratio Periphery of Head to Area of Head Web Web Base Base Total sq. in. 100% Ratio Total Periphery to Total AreaMoment of Inertia, Modulus, Head, Modulus, Base, Plate I. —Standard Rail Sections of the American Society of Civil Engineers (adopted 1893). TIII
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License: Licensed
Model Released: No
Keywords: ., bookcentury1900, bookdecade1910, bookidsteelrailsth, bookyear1913
