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13 of 14 <br /> SIMPSON Anchor Designer' Company: Date: 6/1/2020 <br /> Engineer: Page: 5/5 <br /> Strong-Tie Software Project: _ — <br /> Version 2.8.7094.2 Address: <br /> Phone: <br /> E-mail: <br /> 11.Results <br /> 11.Interaction of Tensile and Shear Forces(Sec.D.7)? <br /> Tension Factored Load,Nu.(lb) Design Strength,0N„(Ib) Ratio Status <br /> Steel 1930 10650 0.18 Pass <br /> Concrete breakout 1930 1683 1.15 Fail <br /> Adhesive 1930 942 2.05 Fail(Governs) <br /> Adhesive(sustained) 1930 1499 1.29 Fail <br /> FAIL!Selected anchor type and embedment do not meet 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 /> ,;n,pson Strong-T.,,Company Inc 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br />