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s • <br /> SIMPSON Anchor DesignerTM Company: _ Date: 3/24/2023 <br /> Engineer: Page: 2/5 <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:No <br /> Anchors subjected to sustained tension:Not applicable <br /> Apply entire shear load at front row: No <br /> Anchors only resisting wind and/or seismic loads: No <br /> Strength level loads: <br /> Nye[Ib]:0 <br /> V.[Ib]:0 <br /> Vuay[Ib]:5490 <br /> M.[ft-lb]:0 <br /> M.y[ft-Ib]:0 <br /> Muz[ft-lb]: 0 <br /> <Figure 1> <br /> Z o lb <br /> 0 ft-lb <br /> • <br /> • <br /> 0 ft-lb <br /> je• <br /> f "04 , <br /> 0 ft-Ib E Y <br /> 5490 lb <br /> X <br /> 0 lb <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 /> r� <br /> �' <br />