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• Anchor Designer"' Company: R P Associates, Inc. Date: 8/13/2021 <br /> Engineer: R Patel Page: 5/5 <br /> Software Project: American Tire&Repair <br /> Version 3.0.7845.0 Address: 140 Mayhew Way,Suite 507, Pleasant Hill, CA 94523 <br /> Phone: <br /> E-mail: <br /> kcp ANa(int) ANao(int) Vad,Na �'cp,Na Nba(lb) Na(Ib) <br /> 2.0 104.55 104.55 1.000 1.000 4968 4968 <br /> ANc(int) AN-(in 2) V/ed,N Vc,N Vcp,N Nb(Ib) Ncb(Ib) 0 OVcp(I b) <br /> 68.06 68.06 1.000 1.000 1.000 5995 5995 0.70 6955 <br /> 11.Results <br /> 11.Interaction of Tensile and Shear Forces(Sec.D.7)? <br /> Shear Factored Load,Vu (lb) Design Strength,OVA(lb) Ratio Status <br /> Steel 50 6091 0.01 Pass(Governs) <br /> T Concrete breakout x+ 50 11956 0.00 Pass <br /> II Concrete breakout y+ 50 23912 0.00 Pass <br /> Pryout 50 6955 0.01 Pass <br /> SET-XP w/1/2"0 A193 Gr.B6(410SS)with hef=2.750 inch meets the selected design criteria. <br /> 12.Warninas <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 /> 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 />