A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Steel construction of Neckar bridge at Untertuerkheim
Due to situational requirements, 114 m long bridge consists of 37.5 m long prestressed concrete span and 77.0 m long open trough steel span; to ensure least possible deflection of rail track in joint between two spans, latter are suspended from 18.8 high pylons by means of skew tension members made of lengths of steel I-beams welded end-to-end; stress analysis, construction methods.
Steel construction of Neckar bridge at Untertuerkheim
Due to situational requirements, 114 m long bridge consists of 37.5 m long prestressed concrete span and 77.0 m long open trough steel span; to ensure least possible deflection of rail track in joint between two spans, latter are suspended from 18.8 high pylons by means of skew tension members made of lengths of steel I-beams welded end-to-end; stress analysis, construction methods.
Steel construction of Neckar bridge at Untertuerkheim
Die Stahlkonstruktion der Neckarbruecke Untertuerkheim
Heeb, A. (author) / Gerold, W. (author) / Dreher, W. (author)
Stahlbau ; 36
1967
6 pages
Article (Journal)
German
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