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ICURBANCHORAGEI
<br /> Table 4- Hilti HIT-RE 500 V3 adhesive design strength with concrete/bond failure for US rebar
<br /> in cracked concrete'2,3,4,5,6,7,8,9,11
<br /> Tension-(pNn Shear-(pV,
<br /> Effective f'c=2,500 psi f'c=3,000 psi f.=4,000 psi f'c=6,000 psi f'c=2,500 psi f'c=3,000 psi f'c=4,000 psi f.=6,000 psi
<br /> embedment (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa)
<br /> Rebar size in.(mm) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN)
<br /> 3-3/8 3,425 3,585 3,745 3,980 7,380 7,725 8,065 8,570
<br /> 86 (15.2) (15.9) (16.7) (17.7) (32.8) (34.4) 35.9 (38.1)
<br /> # 41 -1/2 4,650 4,780 4,990 5,305 10,020 10,300 10,750 11,425
<br /> (114) (20.7) (21.3) (22.2) (23.6) (44.6) (45.8) (47.8) (50.8)
<br /> 7-1/2 7,755 7,970 8,320 8,840 16,700 17,165 17,920 19,045
<br /> 3
<br /> 191 34.5 35.5 37.0 39.3 74.3 76.4 79.7 84.7
<br /> 4-1/2 5,275 5,780 6,670 7,125 11,360 12,445 14,370 15,345
<br /> (114) (23.5) (25.7) (29.7) (31.7) (50.5) (55.4) (63.9) (68.3)
<br /> #4 6 8,120 8,560 8,940 9,500 17,490 18,440 19,255 20,465
<br /> (152) (36.1) (38.1) (39.8) (42.3) (77.8) (82.0) (85.7) (91.0)
<br /> 10 13,885 14,270 14,900 15,835 29,910 30,735 32,095 34,105
<br /> 254 61.8 63.5 66.3 70.4 133.0 136.7 142.8 151.
<br /> 5-5/8 7,370 8,075 9,325 11,380 15,875 17,390 20,080 24,510
<br /> (143) (32.8) (35.9) (41.5) (50.6) (70.6) (77.4) (89.3) (109.0)
<br /> #510 7-1/2 11,350 12,430 14,275 15,170 24,440 26,775 30,750 32,680
<br /> (191) (50.5) (55.3) (63.5) (67.5) (108.7) (119.1) (136.8) (145.4)
<br /> 12-1/2 22,175 22,790 23,795 25,285 47,760 49,085 51,250 54,465
<br /> 318 98.6 101.4 105.8) (112.5) (212.4 218.3 228.0) (242.3
<br /> 6-3/4 9,690 10,615 12,255 15,010 20,870 22,860 26,395 32,330
<br /> (171) (43.1) (47.2) (54.5) (66.8) (92.8) (101.7) (117.4) (143.8)
<br /> #610 9 14,920 16,340 18,870 22,160 32,130 35,195 40,640 47,735
<br /> (229) (66.4) (72.7) (83.9) (98.6) (142.9) (156.6) (180.8) (212.3)
<br /> 15 32,095 33,290 34,760 36,935 69,135 71,700 74,865 79,560
<br /> 381 142.8 148.1 154.E 164.3 307.5 318.9 333.0 353.9
<br /> 7-7/8 12,210 13,375 15,445 18,915 26,300 28,810 33,265 40,740
<br /> (200) (54.3) (59.5) (68.7) (84.1) (117.0) (128.2) (148.0) (181.2)
<br /> #710 10-1/2 18,800 20,590 23,780 29,120 40,490 44,355 51,215 62,725
<br /> (267) (83.6) (91.6) (105.8) (129.5) (180.1) (197.3) (227.8) (279.0)
<br /> 17-1/2 40,445 44,310 47,310 50,275 87,115 95,430 101,895 108,285
<br /> (445) (179.9) (197.1) (210.4) (223.6) (387.5) (424.5) (453.2) (481.7)
<br /> 9 14,920 16,340 18,870 23,110 32,130 35,195 40,640 49,775
<br /> (229) (66.4) (72.7) (83.9) (102.8) (142.9) (156.6) (180.8) (221.4)
<br /> #810 12 22,965 25,160 29,050 35,580 49,465 54,190 62,570 76,635
<br /> (305) (102.2) (111.9) (129.2) (158.3) (220.0) (241.0) (278.3) (340.9)
<br /> 20 49,415 54,135 62,230 66,130 106,435 116,595 134,035 142,440
<br /> 508 219.8) 240.8 276.8 294.2 (473.4) (518.6 596.2 633.E
<br /> 10-1/8 17,800 19,500 22,515 27,575 38,340 42,000 48,495 59,395
<br /> (257) (79.2) (86.7) (100.2) (122.7) (170.5) (186.8) (215.7) (264.2)
<br /> #910 13-1/2 27,405 30,020 34,665 42,455 59,025 64,660 74,665 91,445
<br /> (343) (121.9) (133.5) (154.2) (188.8) (262.6) (287.6) (332.1) (406.8)
<br /> 22-1/2 58,965 64,595 74,585 81,930 127,005 139,125 160,650 176,465
<br /> 572) 262.3 287.3 331.8 364.4 (564.9) (618.9 714.E 85.0
<br /> 11-1/4 20,850 22,840 26,370 32,295 44,905 49,190 56,800 69,565
<br /> (286) (92.7) (101.6) (117.3) (143.7) (199.7) (218.8) (252.7) (309.4)
<br /> #10 15 32,095 35,160 40,600 49,725 69,135 75,730 87,445 107,100
<br /> (381) (142.8) (156.4) (180.6) (221.2) (307.5) (336.9) (389.0) (476.4)
<br /> 25 69,060 75,655 87,360 97,510 148,750 162,945 188,155 210,020
<br /> (635) (307.2) (336.5) (388.6) (433.7) (661.7) (724.8) (837.0) (934.2)
<br /> 1 See Section 3.1.8 for explanation on development of load values.
<br /> 2 See Section 3.1.8 to convert design strength value to ASD value.
<br /> 3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted.
<br /> 4 Apply spacing,edge distance,and concrete thickness factors in tables 8-23 as necessary to the above values.Compare to the steel values in table 7.
<br /> The lesser of the values is to be used for the design.
<br /> 5 Data is for temperature range A:Max.short term temperature=130°F(55°C),max.long term temperature=110°F(43°C).
<br /> For temperature range B:Max.short term temperature=1760F(800C),max.long term temperature=110°F(430C)multiply above values by 0.69.
<br /> Short term elevated concrete temperatures are those that occur over brief intervals,e.g.,as a result of diurnal cycling.Long term concrete temperatures are roughly
<br /> constant over significant periods of time.
<br /> 6 Tabular values are for dry concrete and water-saturated concrete conditions.
<br /> For water-filled drilled holes multiply design strength by 0.51.
<br /> For submerged(under water)applications multiply design strength by 0.45.
<br /> 7 Tabular values are for short term loads only.For sustained loads including overhead use,see Section 3.1.8.
<br /> 8 Tabular values are for normal-weight concrete only.For lightweight concrete multiply design strength by A.as follows:
<br /> For sand-lightweight,Aa=0.51.For all-lightweight,k=0.45.
<br /> 9 Tabular values are for holes drilled in concrete with carbide tipped hammer drill bit.Diamond core drilling is not permitted in cracked concrete except as indicated in
<br /> note 10.
<br /> 10 Diamond core drilling with the Hilti TE-YRT roughening tool is permitted for#5,#6,#7,#8,and#9 rebar in dry and water-saturated concrete.See Table 6
<br /> 11 Tabular values are for static loads only.For seismic loads,multiply cracked concrete tabular values in tension and shear by a5e,5=0.68.See section 3.1.8 for additional
<br /> information on seismic applications.
<br /> 116 Anchor Fastening Technical Guide Edition 1913.0 ANCHORING SYSTEMS 1 3.2.3 HIT-RE 500 V3 EPDXY ADHESIVE ANCHORING SYSTEM
<br /> Hilti,Inc.(U.S.)1-800-879-8000 1 en espanol 1-800-879-5000 1 www.hilti.com I Hilti(Canada)Corporation I www.hilti.com 1 1-800-363-4458
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