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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.
Related Code Sections
1616A.1.23 Structural Design, ASCE 7 Tables 13.5-1 and 13.6-1
Modify ASCE 7, Tables 13.5-1 & 13.6-1 by the following: For components with R p greater than 1.5, over-strength factor (Ω 0 ) for design ...
California Building Code 2016 (Vol 1 & 2) > 16A Structural Design > 1616A Modifications to ASCE 7 > 1616A.1 General > 1616A.1.23 ASCE 7 Tables 13.5-1 and 13.6-1
1617A.1.23 Structural Design, ASCE 7 Section 13.6.2.1 and ASCE 7 Tables 13.5-1 and 13.6-1
Tables 13.5-1 and 13.6-1. Modify ASCE 7,
Tables 13.5-1 & 13.6-1 by the following:
Where I p = 1.5, overstrength factor (Ω 0 ) need ...
California Building Code 2019 (Vol 1 & 2) > 16A Structural Design > 1617A Modifications to ASCE 7 > 1617A.1 General > 1617A.1.23 ASCE 7 Section 13.6.2.1 and ASCE 7 Tables 13.5-1 and 13.6-1
Section 1617A Structural Design, Modifications to ASCE 7
certification in accordance with
Section 1705A.13.3.
ASCE 7 Tables 13.5-1 and 13.6-1. Modify ASCE 7,
Tables 13.5-1 & 13.6-1 ...
1617A.1 Structural Design, General
certification in accordance with
Section 1705A.13.3.
ASCE 7 Tables 13.5-1 and 13.6-1. Modify ASCE 7,
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California Building Code 2019 (Vol 1 & 2) > 16A Structural Design > 1617A Modifications to ASCE 7 > 1617A.1 General
1613.1.1 Structural Design, Scope
[SL] For applications listed in Section 1.12 regulated by the State Librarian, only the provisions of ASCE 7 Tables 13.5-1 and 1607.1, as amended ...
California Building Code 2016 (Vol 1 & 2) > 16 Structural Design > 1613 Earthquake Loads > 1613.1 Scope > 1613.1.1 Scope