Abstract
In many cases, particularly when the live-load component is large, top as well as bottom reinforcement must be used to take up varying moments. Then, Eqs. (2.10) and (4.3) are no longer valid. However, they can be used as approximations for the prestress loss in the main tendon when the force in the adjoining tendon is small.
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© 1983 Springer-Verlag New York Inc.
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Rüsch, H., Jungwirth, D., Hilsdorf, H.K. (1983). Two-fold Statically Indeterminate Interaction between Two Unstressed or Prestressed Bonded Tendons and Concrete. In: Creep and Shrinkage. Springer, New York, NY. https://doi.org/10.1007/978-1-4612-5424-9_18
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DOI: https://doi.org/10.1007/978-1-4612-5424-9_18
Publisher Name: Springer, New York, NY
Print ISBN: 978-1-4612-5426-3
Online ISBN: 978-1-4612-5424-9
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