Instructions / Assembly

86
Anchor Fastening Technical Guide Edition 22 | 3.0 ANCHORING SYSTEMS | 3.2.2 HILTI HIT-HY 200 A/R V3
Hilti, Inc. 1-800-879-8000 | en español 1-800-879-5000 | www.hilti.com | Hilti (Canada) Corporation | www.hilti.ca | 1-800-363-4458
Table 84 — Hilti HIT-HY 200 A/R V3 adhesive factored resistance with concrete / bond failure for threaded rod
in cracked concrete
1,2,3,4,5,6,7,8,9
Nominal
anchor
diameter
in.
Effective
embedment
in. (mm)
Tension - N
r
Shear - V
r
ŁՒ
c
= 20 MPa
(2,900 psi)
lb (kN)
ŁՒ
c
= 25 MPa
(3,625 psi)
lb (kN)
ŁՒ
c
= 30 MPa
(4,350 psi)
lb (kN)
ŁՒ
c
= 20 MPa
(5,800 psi)
lb (kN)
ŁՒ
c
= 20 MPa
(2,900 psi)
lb (kN)
ŁՒ
c
= 25 MPa
(3,625 psi)
lb (kN)
ŁՒ
c
= 30 MPa
(4,350 psi)
lb (kN)
ŁՒ
c
= 20 MPa
(5,800 psi)
lb (kN)
3/8
2-3/8 1,930 1,975 2,010 2,070 1,930 1,975 2,010 2,070
(60) (8.6) (8.8) (8.9) (9.2) (8.6) (8.8) (8.9) (9.2)
3-3/8 2,745 2,805 2,855 2,940 5,485 5,610 5,710 5,880
(86) (12.2) (12.5) (12.7) (13.1) (24.4) (24.9) (25.4) (26.1)
4-1/2 3,655 3,740 3,810 3,920 7,315 7,480 7,615 7,840
(114) (16.3) (16.6) (16.9) (17.4) (32.5) (33.3) (33.9) (34.9)
7-1/2 6,095 6,230 6,345 6,530 12,190 12,465 12,695 13,065
(191) (27.1) (27.7) (28.2) (29.1) (54.2) (55.4) (56.5) (58.1)
1/2
2-3/4 2,670 2,985 3,270 3,470 5,340 5,970 6,540 6,935
(70) (11.9) (13.3) (14.5) (15.4) (23.8) (26.6) (29.1) (30.9)
4-1/2 5,295 5,415 5,515 5,675 10,590 10,830 11,030 11,350
(114) (23.6) (24.1) (24.5) (25.2) (47.1) (48.2) (49.1) (50.5)
6 7,060 7,220 7,355 7,565 14,120 14,440 14,705 15,135
(152) (31.4) (32.1) (32.7) (33.7) (62.8) (64.2) (65.4) (67.3)
10 11,770 12,035 12,255 12,610 23,535 24,065 24,510 25,225
(254) (52.3) (53.5) (54.5) (56.1) (104.7) (107.1) (109.0) (112.2)
5/8
3-1/8 3,235 3,615 3,960 4,575 6,470 7,235 7,925 9,150
(79) (14.4) (16.1) (17.6) (20.4) (28.8) (32.2) (35.2) (40.7)
5-5/8 7,810 8,720 8,880 9,140 15,625 17,445 17,765 18,285
(143) (34.8) (38.8) (39.5) (40.7) (69.5) (77.6) (79.0) (81.3)
7-1/2 11,370 11,630 11,845 12,190 22,745 23,260 23,685 24,375
(191) (50.6) (51.7) (52.7) (54.2) (101.2) (103.5) (105.4) (108.4)
12-1/2 18,955 19,380 19,740 20,315 37,910 38,765 39,475 40,630
(318) (84.3) (86.2) (87.8) (90.4) (168.6) (172.4) (175.6) (180.7)
3/4
3-1/2 3,835 4,285 4,695 5,425 7,670 8,575 9,390 10,845
(89) (17.1) (19.1) (20.9) (24.1) (34.1) (38.1) (41.8) (48.2)
6-3/4 10,270 11,480 12,575 14,175 20,540 22,965 25,155 28,355
(171) (45.7) (51.1) (55.9) (63.1) (91.4) (102.1) (111.9) (126.1)
9 15,810 17,675 18,365 18,900 31,620 35,355 36,730 37,805
(229) (70.3) (78.6) (81.7) (84.1) (140.7) (157.3) (163.4) (168.2)
15 29,395 30,055 30,610 31,505 58,785 60,115 61,220 63,005
(381) (130.7) (133.7) (136.2) (140.1) (261.5) (267.4) (272.3) (280.3)
7/8
3-1/2 3,835 4,285 4,695 5,425 7,670 8,575 9,390 10,845
(89) (17.1) (19.1) (20.9) (24.1) (34.1) (38.1) (41.8) (48.2)
7-7/8 12,940 14,470 15,850 18,300 25,880 28,935 31,700 36,605
(200) (57.6) (64.4) (70.5) (81.4) (115.1) (128.7) (141.0) (162.8)
10-1/2
19,925 22,275 24,400 26,340 39,850 44,550 48,805 52,680
(267) (88.6) (99.1) (108.5) (117.2) (177.3) (198.2) (217.1) (234.3)
17-1/2 40,960 41,885 42,655 43,900 81,920 83,770 85,310 87,800
(445) (182.2) (186.3) (189.7) (195.3) (364.4) (372.6) (379.5) (390.6)
1
4 4,685 5,240 5,740 6,625 9,370 10,475 11,475 13,250
(102) (20.8) (23.3) (25.5) (29.5) (41.7) (46.6) (51.0) (58.9)
9 15,810 17,675 19,365 22,360 31,620 35,355 38,730 44,720
(229) (70.3) (78.6) (86.1) (99.5) (140.7) (157.3) (172.3) (198.9)
12 24,340 27,215 29,815 34,425 48,685 54,430 59,625 68,850
(305) (108.3) (121.1) (132.6) (153.1) (216.6) (242.1) (265.2) (306.3)
20 52,375 56,190 57,225 58,895 104,755 112,380 114,450 117,790
(508) (233.0) (249.9) (254.5) (262.0) (466.0) (499.9) (509.1) (524.0)
1-1/4
5 6,545 7,320 8,020 9,260 13,095 14,640 16,035 18,520
(127) (29.1) (32.6) (35.7) (41.2) (58.2) (65.1) (71.3) (82.4)
11-1/4 22,095 24,705 27,060 31,250 44,195 49,410 54,125 62,500
(286) (98.3) (109.9) (120.4) (139.0) (196.6) (219.8) (240.8) (278.0)
15 34,020 38,035 41,665 48,110 68,040 76,070 83,330 96,220
(381) (151.3) (169.2) (185.3) (214.0) (302.7) (338.4) (370.7) (428.0)
25 73,200 81,840 89,650 95,845 146,395 163,675 179,300 191,685
(635) (325.6) (364.0) (398.8) (426.3) (651.2) (728.1) (797.6) (852.7)
1 See Section 3.1.8 for explanation on development of load values.
2 See Section 3.1.8 to convert design strength value to ASD value.
3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted.
4 Apply spacing, edge distance, and concrete thickness factors in tables 42 - 55 as necessary to the above values. Compare to the steel values in table 81. The lesser of the values is to be
used for the design.
5 Data is for temperature range A: Max. short term temperature = 130°F (55°C), max. long term temperature = 110°F (43°C).
For temperature range B: Max. short term temperature = 176°F (80°C), max. long term temperature = 110°F (43°C).
For temperature range C: Max. short term temperature = 248°F (120°C), max. long term temperature = 162°F (72°C) multiply above values by 0.82.
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 significant
periods of time.
6 Tabular values are for dry and water saturated concrete conditions. For water-filled concrete multiply design strength (factored resistance) by 0.46.
7 Tabular values are for short term loads only. For sustained loads including overhead use, see Section 3.1.8.
8 Tabular values are for normal-weight concrete only. For lightweight concrete multiply design strength by la as follows: For sand-lightweight, ƒ
a
= 0.51. For all-lightweight, ƒ
a
= 0.45.
9 Tabular values are for static loads only. For seismic loads, multiply cracked concrete tabular values in tension and shear by the following reduction factors:
JOEJBNFUFSƈ
seis
= 0.66, 1/2-in, 5/8-in, and 1-1/4-in diameter - ƈ
seis
= 0.74, 3/4-in and 7/8-in diameter - ƈ
seis
= 0.75
See section 3.1.8 for additional information on seismic applications.