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- Anchor DesignerT'" Company: Date: 4/2/2025 <br /> - Software Engineer: Page: 5/5 <br /> Project: <br /> Version 3.0.7947.0 Address: <br /> Phone: <br /> E-mail: <br /> 10.Concrete Pryout Strength of Anchor in Shear(Sec.17.5.31 <br /> tkpy- n,Ndby= n,(Arx/AN�o) Nld. .NM(Sec.17.3.1&Eq.17.5.3.1 b) <br /> m r Are iin') A— N��,�P Id,N Nb(lb) =Pe(Ib) <br /> 1.0 124.30 49.70 00 . 55 00 00 3062 .70 121 <br /> 11.Results <br /> Interaction of Tensile and Shear Forces Mac.17.6.1 <br /> Tension Factored Load,N„.(Ib) Design Strength,oN„(lb) Ratio Status <br /> Steel 1123 13085 0.09 Pass <br /> Concrete breakout 4490 4755 0.94 Pass(Governs) <br /> Shear Factored Load,Wa(Ib) Design Strength,oW(Ib) Ratio Status <br /> Steel 154 4473 0.03 Pass <br /> T Concrete breakout x+ 614 3777 0.16 Pass(Governs) <br /> Pryout 614 5121 0.12 Pass <br /> Interaction check N„ V„ Combined Ratio Permissible Status <br /> Sec.17.6-1 0.9 0.0 94.4% 1.0 Pass <br /> 1/2"0 Titen HID,hnom:3.25"(83mm)meets the selected design criteria. <br /> 12.Warninas <br /> -Designer must exercise own judgement to determine if this design is suitable. <br /> -Refer to manufacturers product literature for hole cleaning and installation instructions. <br /> Input data and results must be checked for agreement wth 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—strongtie.com <br /> 11 <br />