Description of truss and method employed in extension of locomotive repair shop in Teheran; lack of steel members during war required employment of rails, 12.5 m long, weighing 38.4 kg per m; span of truss 17.6 m and 22.1 m, spacing 7 m; computation of welds based on stress of 1000 kg per sq cm.
Wide span welded roof truss made from rails
Weitgespannte geschweisste Dachbinder Auz Eisenbahnschienen
Schweizerische Bauzeitung ; 65 , n 4
1947
3 pages
Article (Journal)
German
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