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2208.2 Seismic Requirements for Steel Cable
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The design strength of steel cables shall be determined by the provisions of ASCE 19 except as modified by these provisions.
- A load factor of 1.1 shall be applied to the prestress force included in T3 and T4 as defined in Section 3.12.
- In Section 3.2.1, Item (c) shall be replaced with "1.5 T3" and Item (d) shall be replaced with "1.5 T4."
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