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<br /> Page 5 of 8 ESR-1682
<br /> TABLE 4-ALLOWABLE TENSION AND SHEAR VALUES iN NORMAL-WEIGHT
<br /> CONCRETE FOR THREADED RODS INSTALLED WITH HILTI HiT RE 500 ADHESIVE(pounds)'.7'.4•1
<br /> s, ~~ ANCHOR EMBED- TENSION(lbs) SHEAR(Ws)
<br /> DIAMETER BENT
<br /> regO'hcrete on Bond or Based on Steel Strength Based . Bond or Based on Steel Strength
<br /> (inches)- DEPTH
<br /> (inches) Con,rete
<br /> 'e f ASTM ASTM A Al- f'� f'cASTM ASTM A AlSI
<br /> 2,000 psi4,00dpsi A 36 193137 304/ 16 2,000 psi "4,000 psi A 36 193 B7 304/316
<br /> S' SS
<br /> 13/4 645 1,095 t 485 885
<br /> 3 33/6 •_190 - 5 11741111111. 222b 1,090 2,3 :75
<br /> r177P 2,47- 2,585 2,565 1 3,630
<br /> 21/4 1,130 1,965 1 860 1 1,215
<br /> 1/2 41/2 P .4,045 5,275 3,755 8,100 6, % 2,795 ■3,955 1,935 4,170 3,335
<br /> 6 MEAN 5,980 4,580 if 6,450
<br /> '1111111111P"-. ,690 3,045 / -10116111M111111/ .74-
<br /> 54 ;I 6,560 7,355 5,870 12,.- 10,12' 4,370, 6,180 3,025 8,520 5,215
<br /> 7/2 'clew 7,515 , 10,080'
<br /> 33/6 2,310 4,515 1,935 2,740
<br /> 3/4 83/4 8,670 10,755 8,455 18,225 12,390 6,295 8,900 4,355 9,390 6,385
<br /> 9 10,385 12,995 10,265 14,5166
<br /> 4 3,005 5,665 , 2,635 3,730
<br /> '4 77/8 12,495 15,875 11,510 24,805 16,865 8,565 12,115 5,930 12,780 8,690
<br /> 1,01/2 14,705 16,185 13,970 19,755
<br /> 41/2 3,945 8,440 3,445 4,870
<br /> 1 9 .13,845 17,365 15,030 32,400 22,030 11,190 15,820 7,745 16,690 11,360
<br /> 12 17,935 17,935 18,245 25,800
<br /> 6% 5,760 12,815 5.380 7,610
<br /> 11/4 1171 24,610 31,620 23,490 50,620 34,425 17,480 24,720 12,100 26,080 17,735
<br /> 16 ' 34,130 35.270 28,510 40,315
<br /> For
<br /> For SI:1 inch=25.4 mm,f ibf=4.48 N,1 psi=6.89 Pa.
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<br /> 'Allowable load shall be the lesser of tabulated bond and steel values.Load reduction factors given in Table 6 for reduced edge distance(a)and
<br /> spacing(s)shall be applied to values in the bond or concrete capacity column.Linear interpolation may be used for intermediate spacings,edges
<br /> distances,embedments and concrete strengths.Load reduction factors are cumulative for anchorswith multiple anchor spacings or base-material
<br /> edge distances.
<br /> The tabulated values are for anchors installed in concrete having the designated compressive strength(Y,or a higher strength at the time of
<br /> Installation.
<br /> 3Allowable loads based on bond strength have been calculated using a safety factor of 4.0 applied to the mean ultimate strength..,
<br /> 'Concrete thickness shall be equal to or greater than 1.5 times the anchor embedment depth.
<br /> 'The allowable tension and shear values for adhesive anchors to resist short-term loads such as wind or seismic loads shall be calculated in
<br /> accordance with Section 4.1 of this report.
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