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A platform for research: civil engineering, architecture and urbanism
Factories in Ireland and France and bridges in France are mentioned as examples; proper prestressing prevents joints of these structures from developing shearing factors in joints exceeding those of monolithic structures; in practice, shearing force should be limited to 25 to 30% of that of longitudinal force.
Factories in Ireland and France and bridges in France are mentioned as examples; proper prestressing prevents joints of these structures from developing shearing factors in joints exceeding those of monolithic structures; in practice, shearing force should be limited to 25 to 30% of that of longitudinal force.
Study of shearing stresses in joints of prestressed girders made of prefabricated parts
Versuche ueber die Querkraftaufnahme in Fugen von Spannbetontraegern aus Fertigteilen
Franz, G. (author)
1959
4 pages
Article (Journal)
German
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