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SIMPSON Anchor Designer TM Company: Date: 10/31/2022 <br /> Engineer: Page: 2/5 <br /> g Software Project: <br /> St ron Tie Version 3.0.7947.0 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 /> no factor:not set <br /> Apply entire shear load at front row:No <br /> Anchors only resisting wind and/or seismic loads:No <br /> Strength level loads: <br /> N.[Ib]:-15200 <br /> Vuax[Ib]:500 <br /> Vuay[Ib]:600 <br /> M.[ft-lb]:0 <br /> Muy[ft-lb]:0 <br /> M.[ft-lb]:0 <br /> <Figure 1> <br /> 15200 lb <br /> Z <br /> 0 ft-lb <br /> 4 <br /> 1 <br /> Oft-lb <br /> 0 ft-lb <br /> Y <br /> 600 lb <br /> X <br /> 500 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 /> ;Impsuo src na �c . ....,,any lnc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br /> 38/81 <br />