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Dec 28 15 03:50p Jiffy Lube 2497 2099521663 p.13
<br /> Page 10 of 14 ESR-1917
<br /> TABLE 7-KB-TZ CARBON AND STAINLESS STEEL ALLOWABLE STATICITENSION(ASD),NORMAL-WEIGHT h, "A
<br /> CRACKED CONCRETE,CONDITION B 6=49 f Ae
<br /> �lnConcrete Compressive S'0ergm'
<br /> Anchor
<br /> Embedment Te=2,500 rc=3.400 sl f'c-4,00X1 psi fe-
<br /> Anchor DeptA lir � P P -6.000 psi
<br /> j oiameter (in,) Carbon St3inlese Carbon Stainless Ca ' Stalnlass Carbon Stainless
<br /> t steel sled 9UNI weal sleet sleet staof Steel
<br /> 3/8 2 1,054 1,086 1,155 11190 1,333 1,374 11633 1,683
<br /> t 1/2 + 2 1,116 1,476 1,223 1,617 1,412 1,868 1,729 2,287
<br /> 3114 2.282 2,312 Z50D 2,533 2,06 2,925 3,535 3,582
<br /> 3118 2,180 2,180 2.388 2,388 2,758 2 .758 3.377 3,377
<br /> r 43,157 2,711 3,456 2,970 3,994 3.430 4,891 4,201
<br /> I 314 3314 2,868 3,755 3,139 4,125 3,6g5 4,763 4,440 5,833
<br /> 4314 4,085 4,085 4,475 4,475 5,10 5,168 6,329 5,329
<br /> For SI:I lot=4.45N,I psi=0.00689 MP3 Forpoumd4rch urft I mm=0. itches I
<br /> 'Values are for single anchors with wedge dslance orspacing reduction Far other eases,�klAatIon of k as perAC1318.05 artd
<br /> conversion to ASD n accordance will Section4.2.1 EQ (5)is required.
<br /> 'Values are for normal weight concrew.For sand-aghdelght oona te,multiply values by 0.6p.
<br /> 'Conddion 8 applies where supplemeMery reinforcarrWA in conformance with AC!318. SGOon D.4.4 is outprovlded.or where pullout or
<br /> pryout strength gmems.For cases whom the presence of supplementary reinforcement can be verified,ft strength veducton factors
<br /> associated vith Condllion A may be used,
<br /> f
<br /> TABLE8-40-TZCARBON ATIC$ AR LOAD
<br /> STEEL ALLOWABLE STATIC SHEAR LO.pO(ASD),
<br /> (pounds), '
<br /> Nominal Allowable Steel Capacity,Stade Shear DEC 2 g 2015
<br /> Anchor �
<br /> Diameter Carbon Steel Ste ZI Steel ENUPP()NMF T•�
<br /> 112 2,974 31194 !�llV1G
<br /> 518 4,901 5;495
<br /> 314 1 7,396 9;309
<br /> For SI:1 lbf-4.45 N I
<br /> 'Values are for sngia anchors with no efge disco'a or
<br /> spacing reduction due to concrete fainre.
<br /> Ile
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