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1616A.1.23 ASCE 7 Tables 13.5-1 and 13.6-1
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Modify ASCE 7, Tables 13.5-1 & 13.6-1 by the following:
- For components with Rp greater than 1.5, over-strength factor (Ω0) for design of anchorage to concrete and vibration isolators along with associated snubbers/connections shall be 2.0.
- For Exterior Nonstructural Wall Elements and Connections, overstrength factor (Ω0) shall be 1.0.
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