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SIMPSON Anchor Designer TM Company: CAITLIN ROSE ENGINEERING,LLC Date: 8/23/2022 <br /> Software Engineer: CRW Page: 5/5 <br /> Version 3.0.7947.1 Project: KAAS ADDITION <br /> Address: PO BOX 151, CHELAN,WA 98816 <br /> Phone: 360-982-1115 <br /> E-mail: CAITLIN@CAITLINROSEENGINEERING.COM <br /> 11.Results <br /> 11.Interaction of Tensile and Shear Forces(Sec. D.7)? <br /> Tension Factored Load, Nu.(Ib) Design Strength,oNn(Ib) Ratio Status <br /> Steel 2939 20096 0.15 Pass <br /> Concrete breakout 2939 3057 0.96 Pass <br /> Adhesive 2939 2955 0.99 Pass(Governs) <br /> SET-XP w/7/8"0 F1554 Gr.36 with hef=6.000 inch meets the selected design criteria. <br /> 12.Warnings <br /> -When cracked concrete is selected, concrete compressive strength used in concrete breakout strength in tension, adhesive strength in tension <br /> and concrete pryout strength in shear for SET-XP adhesive anchor is limited to 2,500 psi per ICC-ES ESR-2508 Section 5.3. <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 /> 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br />