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11.3.4 Alternate Test Criteria

California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 11 Evaluation of Critical Nonstructural Components and Systems > 11.3 Testing Requirements for Evaluating the Performance of Existing Mechanical Fasteners > 11.3.4 Alternate Test Criteria

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In lieu of testing in accordance with Section 11.3.1 or 11.3.2, a test load may be established by the evaluating engineer. The allowable load that the anchor can resist shall be determined by dividing the test load by the appropriate factors noted in Section 11.3.1 or 11.3.2. No one-third increase is permitted for seismic or wind loads.

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