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1 Anchor DesignerT"' Company: Mike Smith Engineering, Inc. Date: 3/28/2017 <br /> Engineer: Mike Smith Page: 3/3 <br /> Software Project: Waste Oil Tank Assessment <br /> Version 2.4.5673.0 Address: <br /> s <br /> Phone: <br /> E-mail: <br /> 3.Resulting Anchor FArces <br /> Anchor Tension load, Shear load x, Shear load y, Shear load combined, <br /> Nue(Ib) Vuex(Ib) Vuev(lb) J(Vuax)Z+(V�av)=(Ib) <br /> 1 0.0 825.0 0.0 825.0 <br /> Sum 0.0 825.0 0.0 825.0 <br /> Maximum concrete compression strain(%o):0.00 <Figure 3> <br /> Maximum concrete compression stress(psi):0 <br /> Resultant tension force(lb):0 <br /> Resultant compression force(lb):0 <br /> Eccentricity of resultant tension forces in x-axis,e'Nx(inch):0.00 <br /> Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 Y <br /> Eccentricity of resultant shear forces in x-axis,e'vx(inch):0.00 <br /> Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 <br /> XT <br /> 8 Steel Strength of Anchor in Shear(Sec._D.S.11 <br /> V..(lb) og—t 0 Og-.toVse(lb) <br /> 7865 1.0 0.65 5112 <br /> 10.Concrete Prvout Strep th of Anchor in Shear Sec.0.6.3 <br /> OVcp=Okc^b= 0kcp(A1YcI ANco)`Y,dN`Y,N'l'cp,NNb(Eq.D-40) <br /> kcp ANc(In2) AN-(In2) %d,N Pc,N y'cp,N Nb(lb) d OVcp(lb) <br /> 2.0 106.35 106.35 1.000 1.000 1.000 7648 0.70 10707 <br /> 11.Results <br /> Interaction PJ Tensile and S ear Forces Sec.D.7 <br /> Shear Factored Load,Vie(lb) Design Strength,oW(lb) Ratio Status <br /> Steel 825 5112 0.16 Pass(Governs) <br /> Pryout 825 10707 0.08 Pass <br /> 5/8"0 Heavy Hex Bolt,F1554 Gr.36 with hef=3.438 inch meets the selected design criteria. <br /> 12.Warninns <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 shear have been determined to be satisfied—designer to verify. <br /> -Designer must exercise own judgement to determine if this design is suitable. <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 />