Laserfiche WebLink
• Anchor Designer" Company: R P Associates, Inc. Date: 5/3/2021 <br /> Engineer: R Patel Page: 5/5 <br /> Software Project: American Tire&Repair <br /> Version 2.7.6990.1 Address: 140 Mayhew Way,SUite 507, Pleasant Hill, CA <br /> Phone: <br /> E-mail: <br /> k, AN.(m2) ANao(in 2) Ped,Na V'cp,Na Nba(lb) Na(I b) <br /> 2.0 201.82 201.82 1.000 1.000 10462 10462 <br /> AW(In Z) ANca(In Z) %d,N Tc,N Pcp,N Nb(Ib) NO(Ib) 0 OVcp(Ib) <br /> 81.00 81.00 1.000 1.000 1.000 6235 6235 0.70 8730 <br /> 11. Results <br /> 11.Interaction of Tensile and Shear Forces(Sec. D.7)? <br /> Shear Factored Load,V.a(lb) Design Strength,oVn(lb) Ratio Status <br /> Steel 205 6091 0.03 Pass <br /> T Concrete breakout x+ 205 5553 0.04 Pass(Governs) <br /> II Concrete breakout y- 205 11106 0.02 Pass(Governs) <br /> Pryout 205 8730 0.02 Pass <br /> SET-XP w/1/2"0 A193 Gr.B6(410SS)with hef=3.000 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 /> -This temperature range is currently outside the scope of ACI 318-14/-11 and ACI 355.4.Designer must exercise judgement to determine if this <br /> design is suitable. <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 />