Prestressing strand is typically not very ductile compared to mild reinforcing steel.
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The depth to the neutral axis can be quickly found by assuming that the compression force C is equal to the tension force T and assuming that the longitudinal reinforcing steel has yielded.
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Either way, shrinkage and swelling due to changes in MC must be accounted for in design. However, there are differences depending on whether there is an initial prestress applied to the section with prestressing steel.
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