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® • Anchor Designer TM Company: Date: 6/6/2023 <br /> Engineer: Page: 2/5 <br /> n „ I Software Project: <br /> 1 Version 3.1.2303.1 Address: <br /> QD <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:Yes <br /> Anchors subjected to sustained tension:No <br /> Ductility section for tension: 17.10.5.2 not applicable <br /> Ductility section for shear:17.10.6.2 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 /> Nua[lb]: 1800 <br /> Vuax[lb]:0 <br /> Vuay[lb]:0 <br /> <Figure 1> 6180 <br /> i <br /> �r <br /> ji <br /> P� <br /> `{ Y <br /> 0 lb <br /> ar4„t yMi <br /> � t <br /> 0lb � <br /> l <br /> A <br /> Input data and results must be checked for agreement#ith 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 />