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' Anchor DesignerTM Company: Mike Smith Engineering, Inc. Date. 7/24/2017
<br />Engineer. Mike Smith Page: 3/5
<br />Software Project: Cal Tank Lines -17174
<br />Version 2.5.6554.3 Address:
<br />o -
<br />Phone:
<br />E -mall:
<br />3,-ft.llting Anchor Forces
<br />Anchor Tension load,
<br />Shear load x,
<br />Shear load y.
<br />Shear load combined,
<br />Nu. (Ib)
<br />Vua (10)
<br />V,,.v (lb)
<br />d(V„„ )-+(V,,.,y)' (lb) ___
<br />1 1450.0
<br />1825.0
<br />0.0
<br />1825.0
<br />2 1450.0
<br />1825.0
<br />0.0
<br />1825.0
<br />Sum 2900.0 3650.0
<br />Maximum concrete compression strain (%.): 0.00
<br />Maximum concrete compression stress (psi): 0
<br />Resultant tension force (lb): 2900
<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'Hv (Inch): 0.00
<br />Eccentricity of resultant shear forces in x-axis, e'v■ (inch): 0.00
<br />Eccentricity of resultant shear forces in y-axis, e'vv (inch): 0.00
<br />4 Steel Strength of Anchor in Tension (Sec. D.5.11
<br />N.■ (lb) 0 ¢N,. (lb)
<br />19370 0.75 14528
<br />0.0 3650.0
<br /><Figure 3>
<br />Y
<br />Q1 - 02
<br />xr
<br />5, G,Qij&.CgW3reakout Strength of Anchor in Tension (Sec. 0.5.21
<br />N> = k, i.V/,h,,, (Eq. D-6)
<br />k. A, f'� (psi) 17.1 (in) Nb (lb)
<br />17.0 1,00 2500 8.000 19233
<br />0.750N.b. =0.750(ANc/ANc.)Y.c.N'fid.N'AC.N'Y1P.NNb (Sec. D.4,1 & Eq. D-4)
<br />AN,, (In') ANr. (int) c.,,.. (in) %qN 'N.d,N Tf ,N Yep,N Nb (lb) b 0.750%9 (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 Tort.*ygjLL c 0.5.51
<br />rk,a = rkc,f,n.a f.-K.taN ,sn
<br />rkcr (psi) f h.N-,t K.w aN.- rkc. (psi)
<br />385 1.00 1.00 1.00 385
<br />Nb. _.t.r,.nd.ha(Eq. D-22)
<br />A . r„ (psi) d. (in) he (in) Nb. (lb)
<br />1.00 385 0.75 8.000 7257
<br />0.75ON.o = 0.75¢ (AN.7ANeo) `t',c.N. Jed,N.'f'rp.N.Nb. (Sec. 0.4.1 & Eq. D-19)
<br />AN. (int) AN.o (I n') cN, (in) c.,,,. (in) W -N. IF.d,N. WP,N. Nb.(Ib) 9 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 circumstances, the standards and guidelines must be checked for plauslbility,
<br />Simpson Sunnp-Tie Company Inc. 5956 W. Las Pnsites Boulevard Pleasanton, CA 94568 Phone: 925.560.9000 Fax: 925.847,3871 www.strongtle,com
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