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• Anchor Designer TM Company: I Date: 8/5/2021 <br /> Engineer: Page: 2/5 <br /> Software Project: <br /> Version 3.0.7947.1 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:Yes <br /> Anchors subjected to sustained tension: Not applicable <br /> Ductility section for tension: 17.2.3.4.3(a)(iii)-(vi)is satisfied <br /> Ductility section for shear: 17.2.3.5.3(a)is satisfied <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]:0 <br /> Wax[lb]:0 <br /> Way[lb]:-2541 <br /> Mux[ft-Ib]:0 <br /> May[ft-Ib]:0 <br /> M-[ft-lb]:0 <br /> <Figure 1> <br /> 0 Ib <br /> 0 ft-Ib Z <br /> 2 <br /> 0 ft-Ib <br /> 0 ft-Ib <br /> X <br /> 0 Ib y <br /> 2541 Ib <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 />