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Company:BWE Date:2/11/2026 <br />Engineer:JD Page:2/5 <br />Project:Nothing Bundt Cakes Santa Ana <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ <br />Software <br />Version 3.1.2303.1 <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: Not applicable <br />Apply entire shear load at front row: No <br />Anchors only resisting wind and/or seismic loads: No <br />Strength level loads: <br />Nua [lb]: 0 <br />Vuax [lb]: 133 <br />Vuay [lb]: 0 <br />Mux [ft-lb]: 0 <br />Muy [ft-lb]: 447 <br />Muz [ft-lb]: 0 <br /><Figure 1> <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 />8 <br />Wall height = 6'-8" <br />SKB Post Spacing = 4'-0" <br />w = 5psf * 4' = 20plf <br />V = 20 * 6.67' = 133# <br />M = 20 * 6.67^2 / 2 = 445 #-ft