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SIMPSON Anchor Designer TM Company: Epiq Engineering, LLC Date: 3/13/2020 <br /> Engineer: Jack Wilson, EIT Page: 2/5 <br /> Strong-Tie Software Project: xxx <br /> Version 3.0.7947.0 Address: 1704 8th Ave S Nashville,TN 37203 <br /> Phone: 629.888.9977 Ext. 3 <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 /> S2o 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]:0 <br /> V.[Ib]:200 <br /> Vuay[Ib]:200 <br /> M.[ft-lb]: 1800 <br /> Muy[ft-lb]:0 <br /> M.[ft-lb]:0 <br /> <Figure 1> <br /> Z 0lb <br /> 0 ft-Ib dis <br /> 0 <br /> 0 ft-lb <br /> • <br /> �w1800 ft-lb ' • y <br /> . 4 a � 200 lb <br /> ram- <br /> ffd 34„- <br /> X <br /> 200 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 /> 25 <br />