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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. (Autor:in)
1959
4 pages
Aufsatz (Zeitschrift)
Deutsch
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