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Company:DOTec Corp.Date:4/5/2023 <br />Engineer:AG Page:2/6 <br />Project:TERA WRAY <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ <br />Software <br />Version 3.0.7947.0 <br />Load and Geometry <br />Load factor source: ACI 318 Section 5.3 <br />Load combination: not set <br />Seismic design: No <br />subjected to sustained tension: Not applicable <br />entire shear load at front row: No <br />only resisting wind and/or seismic loads: No <br />Strength level loads: <br />Nua [lb]: 900 <br />uax [lb]: 2500 <br />uay [lb]: 1900 <br />Mux [ft-lb]: 0 <br />Muy [ft-lb]: 0 <br />Muz [ft-lb]: 0 <br /><Figure 1> <br />5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.comSimpson Strong-Tie Company Inc. <br />Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. <br />Page 40 of 44 <br />3201 S Halladay St <br />5/5/2025