The Railroad Engineer's Practice: Being a Short But Complete Description of the Duties of the Young Engineer in Preliminary and Location Surveys and in Construction |
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12 inches abutments Allegheny Valley Railroad amount arch bars beam bolted braces bridge calculated cent centre line cloth columns cross-section cubical parabola culvert degree of curve depth diameter distance driven elastic limit embankment Engineer equal factor of safety feet long formula frog grade height holes Illustrated inches long intersection latter length less lower chord masonry Maximum compression Maximum stress Maximum tension measured middle minus quantity notched outer rail panel Pennsylvania Railroad piers piles plates plug pounds per square Pratt truss radius radius of gyration Rankine resistance right angles rivets road-bed rods screws side slope span spiked square foot square inch stakes station steel stone sufficient surface tangent tensile stress thickness tion track truss truss bridge tunnel uniformly loaded upper chord vertical W₂ wall Warren truss width wrought iron
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