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• Anchor Designer <br /> Desi TM for Company: STRUCTURAL DESIGN Date: 2/17/2023 <br /> g p y' ASSOCIATES <br /> Concrete Software Engineer: CHRIS LALONDE Page: 2/5 <br /> Version 3.3.2404.1 Project: SDA#10052 <br /> Address: 3006 RUCKER AVE EVERETT,WA 98201 <br /> Phone: (425)-339-0293 <br /> E-mail: CLALONDE@SDAEVERETT.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:No <br /> Ductility section for tension:17.10.5.3(d)is satisfied <br /> Ductility section for shear:17.10.6.3(c)is satisfied <br /> Do factor:not set <br /> Apply entire shear load at front row:Yes <br /> Anchors only resisting wind and/or seismic loads:Yes <br /> Strength level loads: <br /> Nua[lb]:930 <br /> Vuax[lb]:0 <br /> Vuay[lb]:0 <br /> <Figure 1> <br /> 930 lb <br /> Zt <br /> 1 <br /> r <br /> 0 lb ` <br /> 0 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 94580 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br />