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Anchor DesignerT"' Company: R P Associates, Inc. Date: 5/3/2021 <br /> Engineer: R Patel Page: 2/5 <br /> Software Project: American Tire&Repair <br /> Version 2.7.6990.1 Address: 140 Mayhew Way,SUite 507, Pleasant Hill,CA <br /> Phone: <br /> E-mail: <br /> Load and Geometry <br /> Load factor source:ACI 318 Section 5.3 <br /> Load combination: not set <br /> Seismic design:No <br /> Anchors subjected to sustained tension:No <br /> Apply entire shear load at front row:No <br /> Anchors only resisting wind and/or seismic loads:Yes <br /> Strength level loads: <br /> Nua[lb]:0 <br /> Vum[lb]:205 <br /> Way[lb]:0 <br /> <Figure 1> <br /> Z <br /> O lb <br /> 0 ib <br /> Y <br /> 205 <br /> �D <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br />