Service Limit State Analyses Sample Clauses

Service Limit State Analyses. ‌ Foundation resistances shall be calculated using a ϕ of 1.0 when investigating foundation displacements for the serviceability limit states; (reference TIA-222-G Article 9.4.1). Foundation and anchorage displacements need not be calculated for the service and strength limit state combination, except when the structure is supported solely by a nonredundant foundation or single mat or caisson. Calculated displacement shall be less than 0.75 inch for the service limit state analysis. Serviceability limit state analyses shall investigate displacement under the service limit state load combinations in accordance with TIA-222-G, Article 2.8.
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