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jose@ramirezstructural.com <br />(562) 519-6045 <br /> <br />Company:RAMIREZ STRUCTURAL Date:2/17/2023 <br />Engineer:JOSE RAMIREZ Page:5/5 <br />Project:24-221 <br />Address:3535 W Garry Ave <br />Phone: <br />E-mail: <br />Anchor Designer™ for <br />Concrete Software <br />Version 3.3.2404.1 <br />8. Steel Strength of Anchor in Shear (Sec. 17.7.1) <br />Vsa (lb)grout grout Vsa (lb) <br />1800 1.0 0.65 1170 <br />10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.7.3) <br />Vcp =kcpNcb =kcp(ANc / ANco)ed,N c,N cp,NNb (Sec. 17.5.1.2 & Eq. 17.7.3.1a) <br />kcp ANc (in2)ANco (in2)ed,N c,N cp,N Nb (lb)Vcp (lb) <br />2.0 56.25 56.25 1.000 1.000 1.000 3360 0.70 4704 <br />11. Results <br />Interaction of Tensile and Shear Forces (Sec. R17.8) <br />Tension Factored Load, Nua (lb)Design Strength, øNn (lb)Ratio Status <br />Steel 670 4200 0.16 Pass <br />Concrete breakout 670 2184 0.31 Pass <br />Pullout 670 1804 0.37 Pass (Governs) <br />Shear Factored Load, Vua (lb)Design Strength, øVn (lb)Ratio Status <br />Steel 900 1170 0.77 Pass (Governs) <br />Pryout 900 4704 0.19 Pass <br />Interaction check (Nua/ɸNua)5/3 (Vua/ɸVua)5/3 Combined Ratio Permissible Status <br />Sec. R17.8 0.19 0.65 83.8%1.0 Pass <br />3/8"Ø STB2, hnom:2.875" (73mm) meets the selected design criteria. <br />12. Warnings <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 />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 />ENGINEERED BY: <br />JOSE RAMIREZ, PE <br /> <br />JOB: 3535 W GARRY AVE <br />JOB NO.: 24-221 <br /> <br /> <br />DATE:05/15/24 <br /> <br />SHEET NO.: 29/29