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<br /> -.•-•• •:,-, • S1111,SON STROFIG-TIE,)-Anchor Designer"'
<br /> ,'--1E itt Start-Project settings Anchor layout !...'View.. ttri 'l
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<br /> 11 LaYerS..'1..%I .;,. II 17; . AA A, ' t$' e 1 0 ,- -,,,_,_ SIMPSON
<br /> , vlew 141f Ill CI J.. ..
<br /> 17 '"71'. * '*. 0 K21 ()' 0
<br /> AVFohi I • ., •.*.e.eSe '''.1)CreOs ' i. . - i ' -
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<br /> Size 41 7, - font ' (grit• '1.ii I 1 . Cii •',.-:::' Strong,Tie
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<br /> i:IVIewniiiiont I Forif sire' Vleis; , ,MovernePt FUildi." 5.44p),.794.1.1.410.1r4
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<br /> 6:?Intiit.'.5 I,Calculation auninlaryi I :47.k.. -'. , *-0.44-14:':': . .
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<br /> c.eign method:AC!318-14
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<br /> Anchor:PAB8H(1'0)
<br /> Effective Enbedrnent delith;15.000 inch
<br /> ; eon5'rete:NOrmat-welght
<br /> 519t0;Cracked
<br /> „Cippresslye strength;:3500 psi . .
<br /> c design:Yes
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<br /> Resulting Anchor Forces
<br /> 0 Tensios,obi shed,Pb1 • • ..:Ali• . - .ive,--,._.,
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<br /> '„-g•'••=.,.:•'141' i7.7-' '
<br /> . • .oz.;.4
<br /> Governing tension ratio:SBA%(Pass)
<br /> Ratio N,,,,Uhl 414,i 00
<br /> Steel strength 54.6% 29800 .§.4590 • -..
<br /> •;Cgntiele.breakout 58.1% naol? ,splii , - ,_,,...; ,,,.,-,t,., ,..• ... .' --..,.
<br /> t polout 39.3% riaoo- .is=,q,.i •.,,,- -.-., ''•• ,1,..ii: , .
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<br /> PAB811(170)with hef 15.000 inch meets the se_lected 7-157.71.7'-"-- .;:.:‘
<br /> design criteria. ,-
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<br /> )'4. 1 0.47 ri,..-I: jp 1 I i7iniri .00 I l'SmIn'e6.00 1 L,N=58%1 J.V,',..0%1,...).NriA/ 0% 1 PasS
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