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SIMPSON Anchor Designer TM Company: Date: 5/5/2022 <br /> Engineer: Page: 2/5 <br /> Strong-Tie Software Project: SDA#7673 <br /> Version 3.0.7845.3 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: 17.2.3.4.2 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 /> N.[Ib]:0 <br /> Vuax[Ib]:-65200 <br /> Vuay[Ib]:0 <br /> M.[ft-lb]: 0 <br /> Muy[ft-lb]:0 <br /> M.[ft-lb]:0 <br /> <Figure 1> <br /> r0 Ib <br /> O ft-Ib 11,1 71or <br /> 0 ft-lb <br /> 131 <br /> 3333 Y .. <br /> .- <br /> 0 ft-lb " <br /> O lb <br /> k <br /> 65200 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 />