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SIMPSON Anchor Designer TM Company: Epiq Engineering, LLC Date: 5/17/2022 <br /> Engineer: Jack Wilson, PE Page: 2/5 <br /> Software Project: xxx <br /> xl , Version 2.9.7376.0 <br /> Address: xxx <br /> Phone: 629.888.9977 Ext. 3 <br /> • <br /> E-mail: jack@epiqengineering.com <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 /> Cofactor: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]: 1488 <br /> Vuax[Ib]:426 <br /> Vuay[Ib]:472 <br /> M.[ft-lb]: 0 <br /> May[ft-lb]: 1052 <br /> M.[ft-lb]: 0 <br /> <Figure 1> <br /> Z <br /> 1488 lb <br /> r <br /> ft-Ib <br /> • <br /> 472 lb <br /> 3 <br /> 1052 ft-lb <br /> 4261 ' <br /> A <br /> X ` 0 ft-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 />