 | Sir William Chandler Roberts-Austen - 1914 - 468 páginas
...such recommendation being that " the greatest load which can be brought upon the bridge of structure, added to the weight of the superstructure, should not produce a greater strain in any part than 6| tons per square inch." As regards the use of steel for shipbuilding purposes, in... | |
 | Harold Hughes Bird - 1920 - 196 páginas
...less than 9 ft. 6 ins. between additional running lines and main lines. In a wrought-iron or steel bridge the greatest load which can be brought upon...strain on any part of the material than 5 tons per sq. in. where wrought iron is used, or 6| tons per sq. in. where steel is employed. The heaviest engines,... | |
 | Harold Hughes Bird - 1920 - 200 páginas
...less than 9 ft. 6 ins. between additional running lines and main lines. In a wrought-iron or steel bridge the greatest load which can be brought upon...strain on any part of the material than 5 tons per sq. in. where wrought iron is used, or 6| tons per sq. in. where steel is employed. The heaviest engines,... | |
 | 1918 - 2826 páginas
...added to aix times the greatest moving load that can be brought upon it. In ft wrought-iron or steel bridge the greatest load which can be brought upon it, added to the .«jht of the superstructure, not to produce a greater strain per square inch on any part of the ¿... | |
 | 1874 - 255 páginas
...Stoney (vol. II. , p. 383) says the British Board of Trade rule for railway bridges is as follows: " In a wrought-iron bridge the greatest load which can be brought upon it, added to the weight of superstructure, should not produce a greater strain on any part of the material than five tons per... | |
 | 1909 - 992 páginas
...added to six times the greatest moving load that can be brought upon it. In a wrought-iron or steel bridge the greatest load which can be brought upon it, added to the weight of the superstructure, not to produce a greater strain per square inch on any part of the material than 5 tons where wrought... | |
 | Sir Norman Lockyer - 1899 - 686 páginas
...such recommendation being that " the greatest load which can be brought upon the bridge or structure, added to the weight of the superstructure, should not produce a greater strain in any part than 6J tons per square inch." As regards the use of steel for shipbuilding purposes, in... | |
 | Iron and Steel Institute - 1899 - 588 páginas
...such recommendation being that " the greatest load which can be brought upon the bridge or structure, added to the weight of the superstructure, should not produce a greater strain in any part than 6| tons per square inch." As regards the use of steel for shipbuilding purposes, in... | |
 | 1899 - 586 páginas
...such recommendation being that " the greatest load which can be brought upon the bridge or structure, added to the weight of the superstructure, should not produce a greater strain in any part than 6£ tons per square inch." As regards the use of steel for shipbuilding purposes,... | |
 | Sir Norman Lockyer - 1899 - 682 páginas
...such recommendation being that " the greatest load which can be brought upon the bridge or structure, added to the weight of the superstructure, should not produce a greater strain in any part than 6J tons per square inch." As regards the use of steel for shipbuilding purposes, in... | |
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In a wrought-iron or steel bridge the greatest load which can be brought upon it, added to the weight of the super-structure, should not produce a greater strain on any part of the material than five tons, where wrought-iron is used, or six tons and a... 
