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• Anchor Designer TM Company: Date: 4/3/2019 <br /> Software <br /> Engineer: Page: 2/5 <br /> � Project: <br /> Version 2.7.6990.2 Address: <br /> Phone: <br /> E-mail: <br /> Load and Geometry <br /> Load factor source:ACI 318 Section 9.2 <br /> Load combination:not set <br /> Seismic design:Yes <br /> Anchors subjected to sustained tension:Not applicable <br /> Ductility section for tension:D.3.3.4.2 not applicable <br /> Ductility section for shear:D.3.3.5.2 not applicable <br /> Qo factor:not set <br /> Apply entire shear load at front row:No <br /> Anchors only resisting wind and/or seismic loads:Yes <br /> Strength level loads: <br /> Nue[lb]:5315 <br /> Vuas[lb]:0 <br /> Vusy[lb]:0 <br /> <Figure 1> <br /> 5315 Ib <br /> 0 Ib <br /> O <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 /> 11 <br />