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E= Anchor Designer" Company: Mike Smith Engineering,Inc. Dale: 7/24/2017
<br /> Engineer: Mike_Smith Page: 3/4
<br /> Software Project: Cal Tank Lines-17174
<br /> Version 2.4.5673.0 Address
<br /> 0
<br /> Phone:
<br /> E-mail. u
<br /> 3.Resulting Anchor Forces
<br /> Anchor Tension toad, Shear load x, Shear load y. Shear load combined,
<br /> Nun(lb) W.,(Ib1 Va.r(lb) q(V„o)1-(V,u)7(lb)
<br /> 1 125.0 310.0 0.0 310.0
<br /> 2 125.0 310.0 0.0 310.0
<br /> Sum 2.50.0 620.0 0.0 620.0
<br /> Maximum concrete compression strain(%.):0.00 <Figure 3,
<br /> Maximum concrete compression stress(psi):0
<br /> Resultant tension force(lb):250
<br /> Resultant compression force(lb):0
<br /> Eccentricity of resultant tension forces In x-axis,e'N,(inch):0.00
<br /> Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 Y
<br /> Eccentricity of resultant shuaf forces in x-axis,e'v.(inch):0.00
<br /> Fecentricity of resultant shear forces in y-axis,e'vy(inch):0,00
<br /> X
<br /> 4.Steel Strength of Anchor in Tension(Sec.D.5.11
<br /> PN,.(lb) 0 ON,.(lb)
<br /> 8235 0,75 6176
<br /> 5.Concrete Breakout Strength of Anchor in Tension(SC�LQ.,�.,Yl
<br /> Ne.k;A.gfcher'°(Eq.D-6)
<br /> K .i, if�(psi) h.,(in) Nb(lb)
<br /> 17.0 1.00 2500 4,000 5800
<br /> 0.75QN:by=0.750(An;./An_.)Y:.Ny:en'f4.,v'F4,NNb(Sec.D.4.1 &Eq.D-4)
<br /> Ar:,.(int) AN;.(In 2) 'Pc.N '1:.+.N y1c.N `!4„N Nb(lb) 0.75QN:ng(lb)
<br /> 216.00 144.00 1.000 1.000 1.00 1.000 6800 0.65 4973
<br /> G.Adhesive Strength of Anchor in Tension(Sec.5.5)
<br /> (psi) lar..a•r.m, f(..,. nt: .:, n ,(psi)
<br /> 508 1.00 1,00 1,00 508
<br /> Nb. Rd.h.r(Eq,D-22)
<br /> ).. r,(psi) d,(in) h.r(in) Na.(lb)
<br /> 1,00 508 0.50 4,000 3192
<br /> 0.750N.r=0.750(AN./A,v,n)Y;<.N,'/1.,ttv.'1�r.N,Nb.(Sec.0.4.1 &Eq.D-19)
<br /> AN.(in=) AN.o(In2) 1,-N. 'l'.,," /,'a N, Ne,.(Ib) 0.75 ON,(ib)
<br /> 165.89 104.55 1.000 1,000 1.000 3192 0.55 2089
<br /> Input data and rasults must bo checkod for agrormrnt with the existing circumstancae,the standards arid guidelines must be checked for plausibility.
<br /> 3,rnpe:on Slang-Ire Gomr *-y 1.% 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone 925.560.9000 Fax:925.847.3871 WWW.atr0ng98.COnt
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