A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
It is shown that tensile member can have reduced cross section area if it has been prestressed by means of cable; fundamental differences between prestressed steel and prestressed concrete; results of test of trussed girder with prestressed lower member; example also given of hangar made of prestressed steel; reference to proposals, by F.DISCHINGER, for composite prestressed steel and concrete bridge in which concrete slab cast on steel plate and prestressed, would be rigidly attached to top flange of steel girder. (see also Engineering v 170 n 4425 Nov 17 1950 p 386)
It is shown that tensile member can have reduced cross section area if it has been prestressed by means of cable; fundamental differences between prestressed steel and prestressed concrete; results of test of trussed girder with prestressed lower member; example also given of hangar made of prestressed steel; reference to proposals, by F.DISCHINGER, for composite prestressed steel and concrete bridge in which concrete slab cast on steel plate and prestressed, would be rigidly attached to top flange of steel girder. (see also Engineering v 170 n 4425 Nov 17 1950 p 386)
Prestressed steel structures
Structural Engr
Magnel, G. (author)
Structural Engineer ; 28
1950
11 pages
Article (Journal)
English
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