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Balanced design marks highway truss spans
Balanced design of 400 ft trough K truss for Nenana River bridge near Rex, Alaska, in which unit design stresses used for dead load are different from those for live load; live load factor in same span will vary from approximately 1.8 in hangers and stringers, to 4.5 in mid-chord members of long span heavy truss or girder.
Balanced design marks highway truss spans
Balanced design of 400 ft trough K truss for Nenana River bridge near Rex, Alaska, in which unit design stresses used for dead load are different from those for live load; live load factor in same span will vary from approximately 1.8 in hangers and stringers, to 4.5 in mid-chord members of long span heavy truss or girder.
Balanced design marks highway truss spans
Eng News-Rec
Archibald, R. (Autor:in) / Golub, H. (Autor:in)
Engineering News-Record ; 169
1962
2 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
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