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The friction-loss calculations are important submittals for post-tensioning tendons. The calculations determine what the tendon’s final force is after short-term and long-term friction losses. The key input parameters for “Long-Term Losses” are as follows: Post-Tensioning System (Unbonded or Bonded) Type of Strand (usually Low-Lax) Ultimate Strength of Strand (usually 270 ksi) Modulus of Elasticity of . . . → Read More: Post Tension Friction-Loss Calculations The following document has been written by Neel Khosa about using Encapsulated Post-Tensioned concrete for corrosive and non-corrosive environments. . . . → Read More: White Paper – Encapsulated Post Tensioning AMSYSCO hopes that this checklist will help Structural Engineers and Concrete Contractors mitigate potential corrosion issues on future Post-Tensioning projects. . . . → Read More: Unbonded Post Tensioning Checklist for Corrosion Prevention The case study details the advantages of using Post-Tensioned concrete reinforcement for buildings. . . . → Read More: Post-Tensioning Institute – Sustainability Case Study |
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