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SIMPSON Anchor Designer' Company: Date: 2/22/2023 <br /> Software Engineer: Page: 2/6 <br /> Strong-Tie 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: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 /> no 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 /> N.[lb]:2030 <br /> V.[lb]:0 <br /> V.[lb]:623 <br /> M.[ft-lb]:0 <br /> Muy[ft-lb]:0 <br /> M.Eft-Ib]:0 <br /> <Figure 1> 1. Vf ‘Se <br /> 7 <br /> d .-1 <br /> ' RliF Ci <br /> y <br /> IIR� � 2'-,LA <br /> 9....e. Q• <br /> •Xf 1 <br /> , AZ .. <br /> ps <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 />