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Frequently Asked Questions - Post-Tensioning
2 PTI Frequently Asked Questions Issue No. 6 P j Stress End Fixed End L Average Tendon Force - P P j P s P x P L x L Seating Loss Length Force Fig. 1 – Prestress losses in post-tensioned construction
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SECTION 1 INTRODUCTION TO POST TENSIONED CONCRETE
post-tensioning.orgPrestressing: Concrete pre‐compressed before loading in bending (flexural tension) 1. Pre-Tensioning: Steel tensioned before concrete is placed 2. Post-Tensioning: Steel tensioned after concrete is hardened Prestressing is ACTIVE – can prevent cracks from forming
DESIGN OF PRESTRESSED BARRIER CABLE SYSTEMS
post-tensioning.orgof the column, or due to the cable pulling out of the anchorage). • Failure of the system to limit deflection of the cable on impact to a value that still provides protection. • Failure of the cable or group of cables to resist the impact without breaking. • Failure of the connecting column(s) or wall(s) 3.1 Failure of the anchorage system
TAB.3‐13 Post‐Tensioning Terminology (PTT)
post-tensioning.organalytical design requirements of PTI “Acceptance Standards for Post-Tensioning Systems, “Section 3.1. Bearing plate, special Any hardware that transfers tendon force into the concrete and does not meet the analytical design requirements of PTI “Acceptance Standards for Post-Tensioning Systems,” Section 3.1.
SECTION 3 DESIGN OF POST TENSIONED COMPONENTS …
post-tensioning.orgPRESTRESSED GIRDER BEHAVIOR k 1 DL Lin and Burns, Design of Prestressed Concrete Structures, 3 rd Ed., 1981 1.2DL + 1.6LL DL
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