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r <br /> Anchor Designer TM Company:^ Mike Smith Engineering,Inc. I Date: 1712412017 <br /> Engineer. Mike Smith Page: 1315 <br /> Software Project: Cal Tank Lines-17174 <br /> Version 2.5.6554.3 Address: <br /> Phone: <br /> E-mail: <br /> 3,_Be54t(hnn Anchor Forces <br /> Anchor Tension load, Shear load x, Shear load y, Shear load combined, <br /> N..(Ib) V�..(Ib) V.,(Ib) qv_.)­(V_)!(lb) --- <br /> 1 1450.0 1825.0 0.0 1825.0 <br /> 2 1450.0 1825.0 0.0 1825.0 <br /> Sum 2900.0 3650,0 0.0 3650.0 <br /> Maximum concrete compression strain(%.):0.00 <Figure 3> <br /> Maximum concrete compression stress(psi):0 <br /> Resultant tension force(lb):2900 <br /> Resultant compression force(Ib):0 <br /> Eccentricity of resultant tension forces in x-axis,WN.(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);0.00L� ___♦ Q2 <br /> Eccentricity of resultant shear forces in y-axis,e'w(inch):0.00 <br /> Xr <br /> 4,Steel Strength of Anchor in Tension(Sec.D.5.1) <br /> N..(lb) 0 ON..(lb) <br /> 19370 0,75 14528 <br /> 5-r,-Qnq[.te r l}cout Stronnth of Anchor in Tension fSec._D.5.2) <br /> %=k.d4vt,hol`(Eq.D-6) <br /> k, A. Cr(psi) 17w(in) Ne(lb) <br /> 17.0 1.00 2500 8.000 19233 <br /> 0.750N.bo=0.75¢(ANc/AN,o)Y:..N7Sd,N'I4.N9co.NNe(Sec.DAA&Eq.0-4) <br /> ANS(in') ANro(in') c.,.,,.(in) 'f:qN 'I'.d,N V'c,N 'YPN Ne(lb) 0 0.75^bu(lb) <br /> 816.00 576.00 - 1.000 1.000 1.00 1.000 19233 0.65 13283 <br /> 6,Adhesive Strength of Anchor in Tcnsign L( VSxp•5.51 <br /> a.,=rk.,J ro,t rwm KIWIN 1.3 <br /> nc.,(psi) f,eaea.m, KI., aN..,, rkr(psi) <br /> 385 1.00 1.00 1.00 385 <br /> No.=d.r.,ad.ha(Eq.D-22) <br /> A I r"(psi) d.(in) h.r(in) Na.(lb) <br /> 1.00 385 0.75 _ 8.000 7257 <br /> 0.75QN.d=0,750(AN.7AN.0)Y'e..N.91edN.Y1rp.N.No.(Sec.D.4.1&Eq.D-19) <br /> AN.(In') AN.d(In') cN.(in) c.,...(in) 9...N. Y.d,N. Y�,N. Na.(Ib) d 0.756N"(lb) <br /> 339.27 198.41 7.04 - 1.000 1,000 1.000 7257 0.55 5119 <br /> Input data and results must be checked for agreement with the existing circumstancos,the standards and guidelines must be checked for plaualhility. <br /> Simpson Strong-ria Company Inc. 5956 W.I.as Pnsitas Roulevard Pleasanton,CA 945BO Phono:925.560.9000 Fax:925,e47.3e71 www.strongtle.com <br />