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Dec 28 15 04:00p Jiffy Lube 2497 2099521663 p.15
<br /> 3.2.5 HIT-RE 500 Epoxy Adhesive Anchoring System ■■■�qpj■
<br /> ����VTable 5-HIT-RQ 500 allowable and ultimate bond/concrete capacity for HAS rods in normal weight c(ncr -
<br /> HIT-RE 500 HIT-RE 500
<br /> Allowable bond/concrete capacity Ultimate bond/concrele capacity _ n 20 i5
<br /> Tensile gear Tensile Shear B
<br /> Nominal 4000pc! f+�200Dpsl 40 OPal
<br /> anchor 1_Bedme /+,=AMN o.6ma) rviismp)cwt .-2W6r,=zvP4l f�o 2000pa1 P�= ► - NMENT�,_
<br /> - tllenreter embednenl (fab MPa) (27.6 t,pa) 03.6 MPa) (YI.B tripe) 030 MPa) (27.6 MPe) 113.8 MPa)
<br /> in. ia(mm) th (kN) b 0.+M W ODM lb (kM m E ON kl (!a1M cOytaTAAFRIT
<br /> 13/4 645 1,085 1,610 2,135 4580 4,370 4 A 6.405 +
<br /> 44 45 6. 15 9.4 0.2 (28A
<br /> 3.3/8 2,190 2,585 3,155 4,460 8,760 10,345 9,460 13,380
<br /> 3/8 8 1 M401 (19.0 ..D 46. 42.1
<br /> 4.1/2 2,420 2,585 4,855 6,860 9,685 IU35 14,560 20,580
<br /> 114 (10.8) 1.5 (21.6) (M.5) 43.1 48.11 (64 (91.
<br /> 2.1/4 1,130 1,965 3,550 4$30 7,860 7,525 10,640
<br /> 7 5. 15.8 20 03.50 447,31
<br /> t/2 4-1/2 4,045 5,275 5.610 7,935 16,185 21,095 18,820 23,80D
<br /> (114 8. 3.6 2. - 4. 105.
<br /> 6 4,775 5,360 8,635 12,210 19,095 21.520 25,900 36.620
<br /> 15 1. 3.9 A 4. 4. 5.7) 15.2) M62.91
<br /> 2-7/8 100 3,045 5245 7,420 6,770 12.175 15,735 22+250
<br /> V,q Ilms) •0) 00.11 4. 0.D) 199
<br /> 5B 5.5/8 6.560 7,356 0,760 12.395 26,240 29.420 26,280 37,160
<br /> 7 2 9. 5.1 116. 130.8 1169 165.4
<br /> 7-1/2 7,320 7,615 13,616 19,080 29,290 30,060 46,460 57,240
<br /> (180) 2 3.4) 0. 4 130.3 133. (180.1 (264.8)
<br /> 33/8 2.310 4,515 7,335 10,370 8,250 18,005 22,000 31,108
<br /> _ (B6) 10. 0.1 .6 6.1 41.1 (00.4) (97.9) 730.
<br /> 3!4 BS/4 6,670 10,755 12.615 17,840 34,685 43,020 37.840 53,520
<br /> (172) 8. (47.8) WA) (79.4) (154.311191.4) 663 12383
<br /> 9 10,385 12,995 19,430 27,470 41.535 51.985 60,280 82,400
<br /> ! 6.2 7. 6.4 122 784.8 312 592 68
<br /> 4 3,005 6,(165 7.798 17,020 12,030 22,670 23.375 33,050
<br /> 01 13.4 25.2 34. (49. `54.5) 00,8 104. 147.
<br /> 7/8 7-7/8 12.495 15,875 17,175 24,290 49,976 63,495 51,520 72,880
<br /> 55.8) -43 (198. 22.31 _ 202.4) .a 324.7
<br /> 10.1/2 14,705 16,166 26,440 37,390 58,820 64,730 78,320 112,160
<br /> 6-4 2. 117. (166 (261. 287. 352- 496
<br /> 4-1/2 8.945 8,440 10,036 14,190 15,790 33,765 90,104 42,566
<br /> 11 7. 37, 44. 83.1 0. 150. 133. 189.
<br /> 9 13,045 17,365 22,435 31,720 55,380 69.485 67,300 95.160
<br /> 1
<br /> 229 1.8) .2y -8) (141.1) (24" (3ug.0) C299.4 4235
<br /> 12 17.936 VASA 34,535 48,830 71.740 71,740 103+000 146.480
<br /> 005) V918) VOLS) 153. (217. 19.1 19.7 0. 651•
<br /> 5-5/8 5,760 12,816 14,760 20,879 am 51,270 44,280 62,610
<br /> 143 6, 57. .8 102. 8.1 197A 78.
<br /> 1-1/4 11-1/4 24,610 81,620 35,050 49,570 9,8430 126,480 106,14D 148,710
<br /> 09 140.7 15s. o.s 437. 62.6 n. 1
<br /> 15 34,130 35,270 53,960 76,300 136.525 141,090 161,8&) 228,900
<br /> 1 5118 1565 240. M. 07.3 627. 20.1 1078.
<br /> 1 tnlluence f¢ciwe for spacing erd/or edge distance are applied to alloweble concrete/bond values above,and Then compared t0 the steal
<br /> value.The lesser of the values is to be used for the design.
<br /> 2 Average Ultimate perorate shear capacity based on Strength Design Method for standard and deep embedment and based on testing
<br /> for shallow embedmenT.
<br /> 3 All values baked Wholes drilled with carbide b0 and installed per manufacturers insauctions.Ultimate teredn concretelbond leads
<br /> represent the average vnivas obtained in testing.
<br /> 4 For underwater applications with a mexlmum depth of 165 N(60 m),reduce the tabulated concrete/bond values 30%to account for reduced
<br /> mechanical proparlies of saturated corerete.
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