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Company:Date:7/22/2024 <br />Engineer:Page:5/5 <br />Project: <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ <br />Software <br />Version 3.0.7947.0 <br />kcp ANa (in2)ANa0 (in2)Yed,Na Ycp,Na Nba (lb)Na (lb) <br />2.0 161.68 287.22 0.842 1.000 15975 7569 <br />ANc (in2)ANco (in2)Yed,N Yc,N Ycp,N Nb (lb)Ncb (lb)f fVcp (lb) <br />156.00 256.00 0.850 1.000 1.000 10469 5423 0.70 7592 <br />11. Results <br />11. Interaction of Tensile and Shear Forces (Sec. D.7)? <br />Shear Factored Load, Vua (lb)Design Strength, øVn (lb)Ratio Status <br />Steel 3882 10881 0.36 Pass <br />T Concrete breakout x+3882 3882 1.00 Pass (Governs) <br />|| Concrete breakout y+3882 5033 0.77 Pass (Governs) <br />Pryout 3882 7592 0.51 Pass <br />SET-3G w/ #5 A615 Gr. 60 Rebar with hef = 6.000 inch meets the selected design criteria. <br />12. Warnings <br />- Concrete breakout strength in tension has not been evaluated against applied tension load(s) per designer option. Refer to ACI 318 Section <br />17.3.2.1 for conditions where calculations of the concrete breakout strength may not be required. <br />- Designer must exercise own judgement to determine if this design is suitable. <br />- Refer to manufacturer’s product literature for hole cleaning and installation instructions. <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 33 <br />2701 W McFadden Ave <br />#F-I2/6/2025