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Determination of transmission length of prefabricated prestressed concrete beams
Position of cross section where maximum shortening takes place may be assumed as section where pulling force of steel is completely transmitted; method developed by M.ROS.
Determination of transmission length of prefabricated prestressed concrete beams
Position of cross section where maximum shortening takes place may be assumed as section where pulling force of steel is completely transmitted; method developed by M.ROS.
Determination of transmission length of prefabricated prestressed concrete beams
Bestimmung der Uebertragungslaenge bei Spannbeton-Fertigtraegern
Gaede, K. (author) / Walloschke, E. (author)
1953
3 pages
Article (Journal)
German
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