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E= Anchor Designer""" Company: I Date: 191112017 <br /> Engineer: Page; 414 <br /> Software <br /> Project: <br /> Version 2.5.6326.96 Address: <br /> m <br /> Phone: <br /> E-mail: <br /> 8.Steel Strength of Anchor in Shear(Sec.D.6.1 <br /> Via(lb) 00mw 0 Ow-OV-(lb) <br /> 9930 1.0 0.75 7448 <br /> 10.Concrete Pryout Strength of Anchor in Shear(Sec.D.6.3) <br /> OV r=OkpNcb=OKPON/ANN)9'ad.,O'GN F,,p,NNb(Sec.D.4.1 &Eq.D-40) <br /> kw Aft(W) Aw.(ins) 'Yadry 'I'aN Y'6,N Nn(lb) 0 OVp(lb) <br /> 2.0 68.06 68.06 1,000 1.000 1.000 4246 0.75 6369 <br /> 11.Results <br /> Interaction of Tensile and Shear Forces(Dec.D.71 <br /> Tension Factored Load,Nva(lb) Design Strength,oNn(lb) Ratio Status <br /> Steel 300 15256 0.02 Pass <br /> Concrete breakout 300 2389 0.13 Pass(Governs) <br /> Pul;ou i 300 2389 0.13 Pass <br /> Shear Factored Load,V„e(lb) Design Strength,OV„(lb) Ratio Status <br /> Steel 940 7448 0.13 Pass <br /> Pryout 940 6369 0.15 Pass(Governs) <br /> Interaction check N-10% V./Ow Combined Ratio Permissible Status <br /> Sec.D.7.2 0.00 0.15 14.8% 1.0 Pass <br /> 518"0 CS Strong-Boit 2,hnom:3.375"(86mm)meets the selected design criteria. <br /> 12.Warninas <br /> -Minimum spacing and edge distance requirement of 6da per ACI 318 Sections D.8.1 and D.8.2 for torqued cast-in-place anchor is waived per <br /> designer option. <br /> -Per designer input,ductility requirements for tension have been determined to be satisfied-designer to verify. <br /> -Per designer input,ductility requirements for shear have been determined to 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 date and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> Simpson Strong-Tie Cc.npany Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtia.com <br />