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SJR 6
<br />belt'/� I Anchor Designer TM
<br />y. .'. ..
<br />Software
<br />Version 2.4.5673.0
<br />Company: Mike Smith Engineering, Inc. Date:
<br />7/24/2017
<br />Fngineer: Mike Smith I Page:
<br />3/4
<br />Project: Cal Tank Lines - 17174
<br />Address:
<br />Phone:
<br />E-mail: _
<br />3. Resulting
<br />Anchor Forces
<br />rrr. -,
<br />D i, (psi)
<br />508 1.00
<br />Anchor
<br />Tension load,
<br />Shear load x,
<br />Shear load y.
<br />Shear load combined,
<br />Noo (Ib)
<br />V,,., (lb)
<br />Vi," (lb)
<br />V(V..,)'*(V -)' (lb)
<br />1
<br />125.0
<br />310.0
<br />0.0
<br />310.0
<br />2
<br />125.0
<br />310.0
<br />0.0
<br />310.0
<br />Sunt
<br />250.0
<br />620.0
<br />0.0
<br />620.0
<br />Maximum concrete compression strain (%.): 0.00
<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, o'Nq (inch): 0.00
<br />Eccentricity of resultant shear forces in x-axis, e'v. (inch): 0.00
<br />Fccentricity of resultant shear forces in y-axis, e'vr (inch): 0,00
<br />4. Steel Strenath of Anchor in TensionfSec. D.5.1)
<br />N,. (Ib) 0 4N,. (lb)
<br />8235 0,75 6176
<br />5. Concrete Breakout Strength of Anchor in TenslonAoS 0 5Z
<br />No " k:A.VFi,h.r1 5 (Eq. D-6)
<br />k< A, r'� (psi) h.r (in) No (lb)
<br />17.0 1.00 2500 4,000 6800
<br /><Figure 3>
<br />Y
<br />X
<br />0,750N_bq =0.750 (Aiv lAN-.)Yi.N'N,JN'Fc,NV,,tvNb (Soc. D.4.1 Eq. D-4)
<br />A;r (in=) AN!. (In2) I ec,N Y.e.N Y'c.N _, No (Ib) 0 0.75^h9 (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 />r." - ,w.,.- o--,K'.rrw..�,
<br />r- (psi)
<br />rrr. -,
<br />D i, (psi)
<br />508 1.00
<br />1,00
<br />1.00
<br />508
<br />Nb„ = a.Tord.h.r(Eq, D-22)
<br />A . r (psi)
<br />d. (in)
<br />h., (in)
<br />No. (lb)
<br />1.00 508
<br />0.50
<br />4.000
<br />3192
<br />0.750N.q = 0.75 (AN./AN.0) Y:;..w'/'M,N.'/
<br />rN,Nn. (Sec. D.4.1 & Eq. D-19)
<br />AN. (In-) AN.O (Int)
<br />lis N.
<br />'i IV,
<br />'JtcN, ND.(lb) d 0.750N.q (ib)
<br />165,89 104.55
<br />1,000
<br />1,000
<br />1.000 3192 0.55 2089
<br />Input ants and results must be chocked fnr agreement with the nxi:ting circumstances, the standards and guidelines must be checked fer plausibility.
<br />, nr,:o,. btlon1-Ire Gom1'a„y 1„c 5956 W. Las Posltas Boulevard Pleasanton, CA 94508 Phone 925,560,0000 Fax: 925,847.3871 WW`W.et.•on9Ue.com
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