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• <br /> SIMPSON Anchor DesignerTM Company_ Date: 10/27/2021 <br /> Engineer: MPNt Page: 215 <br /> Software <br /> Project: <br /> i, Version 2.7.6990.13 <br /> ,r z. 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:17.2.3.4.2 not applicable <br /> Ductility section for shear.17.2.3.5.2 not applicable <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 /> Nue[lb]:600 <br /> Vuex[lb]:0 <br /> Vuey[lb]:0 <br /> <Figure 1> <br /> 600 lb <br /> 0 lb <br /> • <br /> ez. <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 /> 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax 925.847.3871 www.strongtie.com <br />