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SIMPSON Anchor Designer TM Company: SDA Date 11/22/2019 <br /> Engineer: JIB Page 2/5 <br /> Software Project: SDA#8855 <br /> Version 2.8.7094.13 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:No <br /> Ductility section for tension 17.2.3.4.3(a)(iii)-(vi)is satisfied <br /> Ductility section for shear:17.2.3.5.3(a)is satisfied <br /> Do factor not set <br /> Apply entire shear load at front row:No <br /> Anchors only resisting wind and/or seismic loads:Yes <br /> Strength level loads: <br /> N.[Ib]:3348 <br /> Vuax[lb] 0 <br /> V„.y[lb] 0 <br /> <Figure 1> <br /> Z <br /> 3348 lb <br /> - � Olb <br /> olb Y <br /> X <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 5itong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br />