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// CODE SNIPPET

3.7.5 Post-Tensioning Anchors

California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 3 Procedures for Building Systems > 3.7 Evaluation of Materials and Conditions > 3.7.5 Post-Tensioning Anchors
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There is no evidence of corrosion or spalling in the vicinity of post-tensioning or end fittings. Coil anchors have not been used.
The deficiency is the reduced area of the prestress strands and, with coil anchors, the ability of the anchorage to maintain its grip under cyclic loading. Inspect a sample of the concrete in the area of the anchorage to determine its condition. Determine the cause and extent of the deterioration. Consider the effects of anchorage failure on the vertical and lateral load-carrying capacity of the structure.

Related Code Sections


3.7.5 Seismic Evaluation Procedures for Hospital Buildings, Post-Tensioning Anchors
There is no evidence of corrosion or spalling in the vicinity of post-tensioning or end fittings. Coil anchors have not been used. The deficiency ...
California Administrative Code 2016 > 6 Seismic Evaluation Procedures for Hospital Buildings > 3 Procedures for Building Systems > 3.7 Evaluation of Materials and Conditions > 3.7.5 Post-Tensioning Anchors
3.7.5 Seismic Evaluation Procedures for Hospital Buildings, Post-Tensioning Anchors
There is no evidence of corrosion or spalling in the vicinity of post-tensioning or end fittings. Coil anchors have not been used. The deficiency ...
California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 3 Procedures for Building Systems > 3.7 Evaluation of Materials and Conditions > 3.7.5 Post-Tensioning Anchors
1901.3.4.2 Concrete, Testing Procedure
be tension tested. Exception: Torque controlled post installed anchors shall be permitted to be tested using torque based on an approved test report ...
California Building Code 2016 (Vol 1 & 2) > 19 Concrete > 1901 General > 1901.3 Anchoring to Concrete > 1901.3.4 Tests for Post-Installed Anchors in Concrete > 1901.3.4.2 Testing Procedure
1909.2.7.2 Concrete, Testing Procedure
be tension tested. Exception: Torque-controlled post-installed anchors and screw type anchors shall be permitted to be tested using torque based ...
California Building Code 2016 (Vol 1 & 2) > 19 Concrete > 1909 Additional Requirements for Community Colleges [DSA-SS/CC] > 1909.2 Tests and Materials > 1909.2.7 Tests for Post-Installed Anchors in Concrete > 1909.2.7.2 Testing Procedure
1909.2.7.2 Concrete, Testing Procedure
be tension tested. Exception: Torque-controlled post-installed anchors and screw type anchors shall be permitted to be tested using torque based ...
California Building Code 2019 (Vol 1 & 2) > 19 Concrete > 1909 Additional Requirements for Community Colleges [DSA-SS/CC] > 1909.2 Tests and Materials > 1909.2.7 Tests for Post-Installed Anchors in Concrete > 1909.2.7.2 Testing Procedure
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