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10of14 <br /> SIMPSON Anchor Designer TM Company: Date: 6/1/2020 <br /> Engineer: Page: 2/5 <br /> Strong- •e Software Project: <br /> Version 2.8.7094.2 Address: <br /> • <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:No <br /> Anchors subjected to sustained tension:Yes <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]: 1930 <br /> V..[lb]:0 <br /> Vuay[Ib]:0 <br /> <Figure 1> <br /> 7 <br /> 1930 lb <br /> I <br /> 01b 01b <br /> o, <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 />