Proceedings of the ... Annual Convention of the American Railway Engineering Association, 7. ciltAmerican Railway Engineering Association., 1906 List of members in v. 1-10. |
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amendment Assistant Engineer Association average haul ballast Baltimore & Ohio Board of Direction bolts borrow pit Bridge cars cent center of gravity Central Railroad Chairman Chattanooga & St Chicago Chief Engineer Civil Engineer classification classification yard Committee conclusion construction contractor convention cost curve diameter discussion distance embankment Engineer Maintenance Erie Railroad excavation fence fill flange formula free haul gage gallons galvanized girders grade hump yard Illinois Central Illinois Central Railroad inch interlocking iron joints length less limit load Louis Masonry material method Michigan Central Railroad Milwaukee & St motion Pacific Railway paragraph was adopted Pennsylvania Railroad piles pipe Pittsburg posts practice President:-The rail Railway Signal recommended rivets road roadbed signal specifications standard steel stone stringers structure switches tests timber tion track train trestle unit stresses wire zinc zinc chloride
Popüler pasajlar
Sayfa 258 - If it be necessary to take the pieces apart for shipping and handling, the respective pieces reamed together shall be so marked that they may be reassembled in the same position in the final setting up. No interchange of reamed parts will be permitted.] 122.
Sayfa 14 - The PRESIDENT. The next business in order is the report of the Committee on Credentials.
Sayfa 196 - Material which is to be used without annealing or further treatment shall be tested in the condition in which it comes from the rolls. When material is to be annealed or otherwise treated before use, the specimen representing such material shall be similarly treated before testing.
Sayfa 201 - Eyebars. Eyebars shall be straight and true to size, and shall be free from twists, folds in the neck or head, or any other defect. Heads shall be made by upsetting, rolling, or forging. Welding will not be allowed. The form of the heads will be determined by the dies in use at the works where the eyebars are made, if satisfactory to the engineer...
Sayfa 20 - To enter or remain in the service is an assurance of willingness to obey the rules.
Sayfa 206 - Flange Rivets. The flanges of plate girders shall be connected to the web with a sufficient number of rivets to transfer...
Sayfa 198 - ... foot when ordered to weight, shall not average a greater variation than the following : Up to 75 inches wide, 2^ per cent, above or 2^ per cent, below the theoretical weight.
Sayfa 207 - If splice plates are not in direct contact with the parts which they connect, rivets shall be used. on each side of the joint in excess of the number required in the case of direct contact to the extent of one-third of that number for each intervening plate.
Sayfa 553 - The number of passes and speed of train shall be so regulated that on leaving the rolls at the final pass, the temperature of the rail will not exceed that which requires a shrinkage allowance at the hot s?.ws for a 33-ft.
Sayfa 190 - The inclination of lattice bars with the axis of the member shall be not less than 45 degrees...