Norman Benjamin Kellogg

Norman Benjamin Kellogg

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5.
The Transition Curve Or Curve of Adjustment As Applied to the Alignment of Railroads by the Method of Rectangular Co-Ordinates and by Deflection Angles (Or Polar Coordinates)
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6.
The Transition Curve; or, Curve of Adjustment ... Based on the French of M. Nordling; With Additional Problems
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7.
The Transition Curve or Curve of Adjustment as Applied to the Alignment of Railroads by the Method of Rectangular Co-ordinates and by Deflection Angles (or Polar Coordinates)
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8.
The Transition Curve; or, Curve of Adjustment ... Based on the French of M. Nordling; With Additional Problems
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9.
The Transition Curve or Curve of Adjustment as Applied to the Alignment of Railroads by the Method of Rectangular Co-ordinates and by Deflection Angles (or Polar Coordinates)
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10.
The Transition Curve or Curve of Adjustment as Applied to the Alignment of Railroads by the Method of Rectangular Co-ordinates and by Deflection Angles (or Polar Coordinates)
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11.
The Transition Curve Or Curve of Adjustment As Applied to the Alignment of Railroads by the Method of Rectangular Co-Ordinates and by Deflection Angles (Or Polar Coordinates)
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13.
The Transition Curve or Curve of Adjustment as Applied to the Alignment of Railroads (Classic Reprint)NR
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14.
The Transition Curve or Curve of Adjustment as Applied to the Alignment of Railroads (Classic Reprint)NR
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