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SIMPSON Anchor Designer TM Company: Date: 5/2/2023 <br /> Engineer: Page: l2/5j <br /> Software Project: <br /> Version 3.1.2303.1 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: 17.2.3.4.2 not applicable <br /> Ductility section for shear: 17.2.3.5.2 not applicable <br /> Do 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[Ib]: 1600 <br /> Vuax[Ib]:830 <br /> Vuay[Ib]:0 <br /> M.[ft-lb]:0 <br /> Muy[ft-lb]:0 <br /> Muz[ft-lb]:0 <br /> <Figure 1> <br /> 1600 lb <br /> O ft-lb <br /> • <br /> • <br /> Oft-lb <br /> rt . <br /> f: 11: <br /> 0 ft-lb <br /> olb <br /> X <br /> 830 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 />