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• Anchor Designer TM Company: Date: 2 12023 <br /> Engineer: Page: 2/5 <br /> Software Project: <br /> Version 3.2.2309.2 Address: <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:Not applicable <br /> Apply entire shear load at front row:Yes <br /> Anchors only resisting wind and/or seismic loads:Yes <br /> Strength level loads: <br /> Nua[lb]:0 <br /> Vu.[lb]: 1200 <br /> Vuay[lb]: 0 <br /> <Figure 1> <br /> Z Olb <br /> 0 lb <br /> �l <br /> �i <br /> 1_ <br /> •r' <br /> X 1200Ilb ,J <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br /> All <br />