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Reconstruction of Werra Autobahn bridge near Hedemuenden
Original bridge, of warren truss girders, was replaced by continuous composite concrete steel girders; total length 416 m subdivided into five spans of 64 to 96 m; total width of 22 m contains two lanes 9 m each, center strip 2 m and two sidewalks 1 m each; main girders 5.5 m high were cantilevered out; total weight of steel, 2460 tons or 64% of that in first bridge; reinforced concrete bridge is 55 cm thick. (see also English translation in Roads and Road Construction v 31 n 369 Sept 1953 p 244-50)
Reconstruction of Werra Autobahn bridge near Hedemuenden
Original bridge, of warren truss girders, was replaced by continuous composite concrete steel girders; total length 416 m subdivided into five spans of 64 to 96 m; total width of 22 m contains two lanes 9 m each, center strip 2 m and two sidewalks 1 m each; main girders 5.5 m high were cantilevered out; total weight of steel, 2460 tons or 64% of that in first bridge; reinforced concrete bridge is 55 cm thick. (see also English translation in Roads and Road Construction v 31 n 369 Sept 1953 p 244-50)
Reconstruction of Werra Autobahn bridge near Hedemuenden
Die Autobahnbruecke ueber die Werra bei Hedemuenden
Seetzen, U. (author)
Bautechnik ; 30
1953
8 pages
Article (Journal)
German
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Reconstruction of Werra Autobahn bridge near Hedemuenden
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