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This page contains frequently asked questions related to tendons.

Table of Contents

General FAQ

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How can I model prestressed (pre-tensioned) concrete members in SAP2000?

Please see page "Modeling different types of tendons", section "Pre-tensioned members".

The program seems to be considering elastic shortening stresses when a tendon modeled as elements is first stressed. How can I disregard these elastic shortening losses?

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