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The prestress loss due to elastic shortening in pretensioned members is taken as the concrete stress at the centroid of the prestressing steel at transfer, f cgp, multiplied by the ratio of the modulus of elasticities of the prestressing steel and the concrete at transfer.
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![IBM SPSS Statistics v31 | v30 | v29 [Lifetime Activation with key]](https://civilmdc.com/wp-content/uploads/2022/03/Spss-V-31-300x300.png "CALCULATING FRICTION AND ANCHOR SET LOSSES IN POST-TENSIONED TENDONS 18")
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