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r <br /> SIMPSON Anchor Designer Comps : PET Date: 10/9/2018 <br /> Software Engineer. GS Page: 5/5 <br /> Strong `ie Verson 2.6.6794.13 Project: <br /> ® Address: <br /> Phone: 2062817500 <br /> E-mail: <br /> 6.Steel Strength of Anchor in Shear(Sec.17.5.1) <br /> V..(lb) >1aa+ ; 0~0V..(lb) <br /> 10000 1.0 0.60 6000 <br /> 10.Concrete Prvout Strenath of Anchor in Shear(Sec.17.5.31 <br /> ;V,„=;kxNas=Hrm(As./Arx,)Y:,x744x74xlw,uNa(Sec.17.3.1&Eq.17.5.3.16) <br /> km As.(ins) Aro.(Inv) 74c,x P,x 74x 7.p,x Na(le) ; ;Vne Qb) <br /> 2.0 276.28 161.80 1.000 1.000 1.000 1.000 7421 0.70 17741 <br /> 11.Results <br /> Interaction of Tensile and Shear Forces(Sec.17.6,) <br /> Tension Factored Load,Na.(Ib) Design Strength,0N.(Ib) Ratio Status <br /> Steel 3455 19734 0.18 Pass <br /> Concrete breakout 6910 8237 0.84 Pass <br /> Pullout 3455 3621 0.95 Pass(Governs) <br /> Shear. Factored Load,V..(Ib) Design Strength,0Va(ib) Ratio Status <br /> Steel 1414 6000 0.24 Pass(Governs) <br /> Pryout 2828 17741 0.16 Pass <br /> Interaction check Ned;N, V,d;V Combined Ratio Permissible Status <br /> Sec.17.6..3 0,95 0.24 119.0% 1.2 Pass <br /> 516"f5 Titen HD(THDB model),hnom:5.5"(140mm)meets the selected design criteria. <br /> 12.Wamingf <br /> -Minimum spacing and edge distance requirement of 6da per ACI 318 Sections 17.7.1 and 17.7.2 for torqued cast-In-place anchor Is waived per <br /> designer option. <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. 5958 W.Las Pashas Boulevard Pleasanton,CA 94588 Phone:925.580.9000 Fax 925.847.3871 www.sbongtie.cenr <br />