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CITY OF SANTA ANA <br />Planning and Building Agency <br />E71►��I�-�•�►■ Anchor Designer TM <br />Software <br />Version 2.7.6990.18 <br />11. Results <br />Company: <br />Date: <br />12/2023 <br />Engineer: <br />Page: <br />Project: <br />FOR PERMI <br />Address: <br />Phone: <br />E-mail: <br />Date: <br />11 Interaction of Tensile and Shear Forces (Sec. D.71? <br />Tension <br />Factored Load, Nu. (lb) Design Strength, o% (lb) <br />Ratio <br />Status <br />Steel <br />7288 9833 <br />0.74 <br />Pass <br />Concrete breakout <br />7288 7288 <br />1.00 <br />Pass (Governs) <br />Adhesive <br />7288 7396 <br />0.99 <br />Pass <br />SET-3G wl 5/8"0 F1554 Gr. 36 with hef = 12.500 inch meets the selected design criteria. <br />12. Warnings <br />- Per designer input, ductility requirements for tension have been determined to be satisfied — designer to verify. <br />- Per designer input, the shear component of the strength -level earthquake force applied to anchors does not exceed 20 percent of the total <br />factored anchor shear force associated with the same load combination. Therefore the ductility requirements of ACI 318 17.2.3.5.2 for shear <br />need not be satisfied — designer to verify. <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 />_....... . ........ ............ ._..._... <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 CorE.I.any Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com <br />Ived <br />ISSUANCE <br />