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SIMPSON Anchor Designer TM Company: NKH Engineering Date: 1/25/2021 <br /> Engineer: A.Rishel Page: 5/5 <br /> Strong-Tie <br /> Software <br /> Strong Project: _Jones Remodel <br /> Version 2.9.7376.0 Address: <br /> Phone: <br /> E-mail: <br /> 11.Results <br /> 11.Interaction of Tensile and Shear Forces(Sec.D.7)? <br /> Tension Factored Load, Nua(Ib) Design Strength,Mr,(Ib) Ratio Status <br /> Steel 1160 6176 0.19 Pass <br /> Concrete breakout 1160 2866 0.40 Pass(Governs) <br /> Adhesive 1160 3033 0.38 Pass <br /> AT-XP w/1l2"f F1554 Gr.36 with hef=8.000 inch 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 /> 3)13—D <br /> S30 <br />