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Notes on steel highway bridges
Design of bridges up to 250-ft span; distribution of loading; floors; properties of steel joist-concrete slabs; reinforcedconcrete slab decks; jack arch floors; plate-girder bridges; deck-plate girders; frame, cantilever, and arch bridges; temperature stresses; errors involved in use of approximate formula; aesthetic design. (See also - discussion n 7 July p 310) (New Series)
Notes on steel highway bridges
Design of bridges up to 250-ft span; distribution of loading; floors; properties of steel joist-concrete slabs; reinforcedconcrete slab decks; jack arch floors; plate-girder bridges; deck-plate girders; frame, cantilever, and arch bridges; temperature stresses; errors involved in use of approximate formula; aesthetic design. (See also - discussion n 7 July p 310) (New Series)
Notes on steel highway bridges
Structural Engr
Grisenthwaite, T.C. (author)
Structural Engineer ; 10
1932
16 pages
Article (Journal)
English
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