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SIMPSON Anchor Designer TM Company: Epiq Engineering,LLC Date: 5/17/2022 <br /> Engineer: Jack Wilson, PE Page: 5/5 <br /> Stronglne Software Project: xxx <br /> Version 2.9.7376.0 Address: xxx <br /> Phone: 629.888.9977 Ext.3 <br /> E-mail: jack@epiqengineering.com <br /> 11.Results <br /> Interaction of Tensile and Shear Forces(Sec.17.6.) <br /> Tension Factored Load,N.(Ib) Design Strength,0Nn(Ib) Ratio Status <br /> Steel 1622 13085 0.12 Pass <br /> Concrete breakout 3244 3303 0.98 Pass(Governs) <br /> Shear Factored Load,V.(Ib) Design Strength,0Vn(Ib) Ratio Status <br /> Steel 159 2874 0.06 Pass(Governs) <br /> Pryout 636 15174 0.04 Pass <br /> Interaction check Nua/QNn Vua/OVn Combined Ratio Permissible Status <br /> Sec. 17.6..1 0.98 0.00 98.2% 1.0 Pass <br /> 1/2"Q Titen HD,hnom:3.75"(95mm)meets the selected design criteria. <br /> 12.Warnings <br /> -Per designer input,the tensile component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total <br /> factored anchor tensile force associated with the same load combination.Therefore the ductility requirements of ACI 318 17.2.3.4.2 for tension <br /> need not 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 /> 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 />