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Anchor Fastening Technical Guide,Edition 22
<br /> Table 3- Hilti HIT-HY 200 A/R V3 design strength with concrete/pullout failure for Hilti HIT Z(-R)rods in uncracked
<br /> concrete',2,3,4,5,6,7,8,9,10
<br /> Tension-ON Shear-OV°
<br /> Nominal
<br /> anchor Effective f'c=2,500 psi f'n=3,000 psi f c=4,000 psi In=6,000 psi Is=2,500 psi to=3,000 psi f' =4,000 psi f'c=6,000 psi
<br /> diameter embed. (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 /> in. in.(mm) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN)
<br /> 2-3/8 2,855 3,125 3,610 4,425 3,075 3,370 3,890 4,765
<br /> (60) (12.7) (13.9) (16.1) (19.7) (13.7) (15.0) (17.3) (21.2)
<br /> 3/8 3-3/8 4,835 5,170 5,170 5,170 10,415 11,410 13,175 16,135
<br /> (86) (21.5) (23.0) (23.0) (23.0) (46.3) (50.8) (58.6) (71.8)
<br /> 4-1/2 5,170 5,170 5,170 5,170 16,035 17,570 20,285 24,845
<br /> (114) (23.0) (23.0) (23.0) (23.0) (71.3) (78.2) (90.2) (110.5)
<br /> 2-3/4 3,555 3,895 4,500 5,510 7,660 8,395 9,690 11,870
<br /> (70) (15.8) (17.3) (20.0) (24.5) (34.1) (37.3) (43.1) (52.8)
<br /> 1/2 4-1/2 7,445 7,615 7,615 7,615 16,035 17,570 20,285 24,845
<br /> (114) (33.1) (33.9) (33.9) (33.9) (71.3) (78.2) (90.2) (110.5)
<br /> 6 7,615 7,615 7,615 7,615 24,690 27,045 31,230 38,250
<br /> (152) (33.9) (33.9) (33.9) (33.9) (109.8) (120.3) (138.9) (170.1)
<br /> 3-3/4 5,665 6,205 7,165 8,775 12,200 13,365 15,430 18,900
<br /> (95) (25.2) (27.6) (31.9) (39.0) (54.3) (59.5) (68.6) (84.1)
<br /> 5/8 5-5/8 10,405 11,400 13,165 13,905 22,415 24,550 28,350 34,720
<br /> (143) (46.3) (50.7) (58.6) (61.9) (99.7) (109.2) (126.1) (154.4)
<br /> 7-1/2 13,905 13,905 13,905 13,905 34,505 37,800 43,650 53,455
<br /> (191) (61.9) (61.9) (61.9) (61.9) (153.5) (168.1) (194.2) (237.8)
<br /> 4 6,240 6,835 7,895 9,665 13,440 14,725 17,000 20,820
<br /> (102) (27.8) (30.4) (35.1) (43.0) (59.8) (65.5) (75.6) (92.6)
<br /> 3/4 6-3/4 13,680 14,985 17,305 18,500 29,460 32,275 37,265 45,645
<br /> (171) (60.9) (66.7) (77.0) (82.3) (131.0) (143.6) (165.8) (203.0)
<br /> 8-1/2 18,500 18,500 18,500 18,500 41,635 45,605 52,660 64,500
<br /> (216) (82.3) (82.3) (82.3) (82.3) (185.2) (202.9) (234.2) (286.9)
<br /> Table 4-Hilti HIT-HY 200 A/R V3 design strength with concrete/pullout failure for Hilti HIT Z(-R)rods in cracked
<br /> concrete''°3,4,5,8,7,8,9,10
<br /> Tension-ON Shear-OV,,
<br /> Nominal °
<br /> anchor Effective f.c=2,500 psi f.c=3,000 psi f'c=4,000 psi f'°=6,000 psi In=2,500 psi to=3,000 psi f'°=4,000 psi f =6,000 psi
<br /> diameter embed. (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 /> in. in.(mm) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN)
<br /> 2-3/8 2,020 2,215 2,560 3,135 2,180 2,385 2,755 3,375
<br /> (60) (9.0) (9.9) (11.4) (13.9) (9.7) (10.6) (12.3) (15.0)
<br /> 3/8 3-3/8 3,425 3,755 4,335 5,170 7,380 8,085 9,335 11,430
<br /> (86) (15.2) (16.7) (19.3) (23.0) (32.8) (36.0) (41.5) (50.8)
<br /> 4-1/2 5,170 5,170 5,170 5,170 11,360 12,445 14,370 17,600
<br /> (114) (23.0) (23.0) (23.0) (23.0) (50.5) (55.4) (63.9) (78.3)
<br /> 2-3/4 2,520 2,760 3,185 3,905 5,425 5,945 6,865 8,405
<br /> (70) (11.2) (12.3) (14.2) (17.4) (24.1) (26.4) (30.5) (37.4)
<br /> 1/2 4-1/2 5,275 5,780 6,670 7,110 11,360 12,445 14,370 17,600
<br /> (114) (23.5) (25.7) (29.7) (31.6) (50.5) (55.4) (63.9) (78.3)
<br /> 6 7,110 7,110 7,110 7,110 17,490 19,160 22,120 27,095
<br /> (152) (31.6) (31.6) (31.6) (31.6) (77.8) (85.2) (98.4) (120.5)
<br /> 3-3/4 4,010 4,395 5,075 6,215 8,640 9,465 10,930 13,390
<br /> (95) (17.8) (19.5) (22.6) (27.6) (38.4) (42.1) (48.6) (59.6)
<br /> 5/8 5-5/8 7,370 8,075 9,325 11,420 15,875 17,390 20,080 24,595
<br /> (143) (32.8) (35.9) (41.5) (50.8) (70.6) (77.4) (89.3) (109.4)
<br /> 7-1/2 11,350 12,430 13,905 13,905 24,440 26,775 30,915 37,865
<br /> (191) (55.3) (61.9) (61.9) (108.7) (119.1) (137.5) (168.4)
<br /> 4 4,420 4,840 5,590 6,845 9,520 10,430 12,040 14,750
<br /> (102) (21.5) (24.9) (30.4) (42.3) (46.4) (53.6) (65.6)
<br /> 3/4 6-3/4 9,690 10,615 12,255 15,010 20,870 22,860 26,395 32,330
<br /> (171) (43.1) .2) (54.5) (66.8) (92.8) (101.7) (117.4) (143.8)
<br /> 8-1/2 13,690 15,0 17,320 18,155 29,490 32,305 37,300 45,685
<br /> (216) (60.9) (66.7) (77.0) (80.8) (131.2) (143.7) (165.9) (203.2)
<br /> 1 Section 3.1.8 for explanation on development of load values. CONSERVATIVE
<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 10-17 as necessary to the above values.Compare to the steel values in table 5.The lesser of the values is to be
<br /> 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=176°F(80°C),max.long term temperature=110°F(43°C)multiply above values by 1.0.
<br /> For temperature range C: Max.short term temperature=248°F(120°C),max.long term temperature=162°F(72°C)multiply above values by 0.90.
<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 constant over
<br /> significant periods of time.
<br /> 6 Tabular values are for dry and water saturated concrete conditions.
<br /> 7 Tabular values are for short-term loads only.For sustained loads,see section 3.1.8.
<br /> 8 Tabular values are for normal-weight concrete only.For lightweight concrete multiply design strength(factored resistance)by A.as follows:
<br /> For sand-lightweight,A,=0.51.For all-lightweight,A =0.45.
<br /> 9 Tabular values are for static loads only.Seismic design is not permitted for uncracked concrete.For seismic loads,multiply cracked concrete tabular values in tension only by the following
<br /> reduction factors:
<br /> 3/8-in diameter-a„, =0.705
<br /> 1/2-in to 3/4-in diameter-a„ -0.75
<br /> See Section 3.1.8 for additional information on seismic applications.
<br /> 10 Diamond core drilling with Hilti HIT-Z(-R)rods is permitted with no reduction in published data above.
<br /> Anchor Fastening Technical Guide Edition 22 13.0 ANCHORING SYSTEMS 13.2.2 HILTI HIT-HY 200 A/R V3 24
<br /> Hilti,Inc.1-800-879-8000 I en espanol 1-800-879-5000 I www.hilti.com I Hilti(Canada)Corporation I www.hilti.ca 11-800-363-4458
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