Strength Limit State Analyses Sample Clauses

Strength Limit State Analyses. Loads. Tower foundations (rock anchored spread footing foundations, individual pier leg spread footings and mat foundations) shall be designed so that the factored design strength (or factored resistance) of the particular foundation element meets or exceeds the five strength limit state (factored) load combinations cited in TIA-222-G Article 2.3.2. Loads shall be calculated in accordance with TIA-222-G Article 2.0. Project foundations shall be designed for the following site and structure classifications: Ground Conditions: Site Class B (Table 2-11, p.45) Structure Class: Class III (Table 2-1, p.39) The earthquake spectral response acceleration at short periods (Ss) for the site is less than 1.0. Based on the criteria found in Article 2.7, TIA-222-G, earthquake effects may be ignored for strength limit analyses of the foundations. Resistances. Resistance of tower foundations shall be designed for the strength limit states in accordance with TIA-222-G Article 9.0 and the criteria defined in this report. When conflicting criteria arises, the more stringent criteria applies. For strength limit design, the nominal resistance of any foundation shall be multiplied by the resistance factors specified herein and shall be greater than the factored strength limit state loads combinations in TIA-222-G Article 2.3.2. Recommended resistance factors for strength limit analyses are provided in the table, below: Foundation Type Mode of Failure Geotechnical Resistance Factors, ϕ Recommended Geotechnical Resistance Factor, ϕ TIA Standard AASHTO LRFD Self-supported spread footings on rock Bearing resistance 0.75 0.45 0.45 Sliding 0.75 0.80 0.75 Eccentricity - e/B < 3/8 e/B<3/8 Uplift 0.75 - 0.75 Guyed spread footings on rock Bearing resistance 0.60 0.45 0.45 Sliding 0.75 0.80 0.75 Eccentricity - e/B < 3/8 e/B<3/8 Uplift 0.75 - 0.75 Anchored spread footing foundations and rock anchors Pullout – Failure of grout/rock bond 0.40 0.50 1 1.02 0.40 Uplift – Failure of grout/rock bond 0.75 0.60 0.60 Tensile/structure failure of bar - 0.80 (A 722 high strength steel) 0.80 (A 000, xxxx xxxxxxxx steel) Tensile failure of strand anchor None provided None provided Manufacturers recommendation Spread Footing on Bedrock – General. For LRFD analysis of spread footings on bedrock, the recommended practice is as follows: size footing at the service limit state load combination using the presumptive bearing resistance value of 15 tsf, and check the footing at all other applicable strength lim...
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