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HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
Table 1 — Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete / Bond Failure for US Rebar
in Uncracked Concrete
Effective
Nominal
Embedment
Rebar Size
Depth
in. (mm)
3-3/8
(86)
4-1/2
#3
(114)
7-1/2
(191)
4-1/2
(114)
6
#4
(152)
10
(254)
5-5/8
(143)
7-1/2
#5
(191)
12-1/2
(318)
6-3/4
(171)
9
#6
(229)
15
(381)
7-7/8
(200)
10-1/2
#7
(267)
17-1/2
(445)
9
(229)
12
#8
(305)
20
(508)
10-1/8
(257)
13-1/2
#9
(343)
22-1/2
(572)
11-1/4
(286)
15
#10
(381)
25
(635)
1 See Section 2.4 for explanation on development of load values.
2 See Section 2.4.4 to convert design strength (factored resistance) 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 3 - 10 as necessary. Compare to the steel values in table 2.
The lesser of the values is to be used for the design.
5 Data is for temperature range A: Max. short term temperature = 104° F (40° C), max. long term temperature = 75° F (24° C).
For temperature range B: Max. short term temperature = 176° F (80° C), max. long term temperature = 122° F (50° C) multiply above value by 0.83.
For temperature range C: Max. short term temperature = 248° F (120° C), max. long term temperature = 162° F (72° C) multiply above value by 0.48.
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.
7 Tabular values are for short term loads only. For sustained loads including overhead use, see Section 2.4.5.
8 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength (factored resistance) by λ
For sand-lightweight, λ
= 0.51. For all-lightweight, λ
a
10
Hilti, Inc. (USA) 1-800-879-8000 I www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I HIT-HY 100 Technical Supplement 01/14
1,2,3,4,5,6,7,8
Tension — ϕN
= 2500 psi
= 3000 psi
f´
f´
f´
c
c
c
(17.2 Mpa)
(20.7 Mpa)
(27.6 Mpa)
lb (kN)
lb (kN)
3,155
3,155
(14.0)
(14.0)
4,205
4,205
(18.7)
(18.7)
7,005
7,005
(31.2)
(31.2)
5,605
5,605
(24.9)
(24.9)
7,475
7,475
(33.3)
(33.3)
12,455
12,455
(55.4)
(55.4)
8,760
8,760
(39.0)
(39.0)
11,680
11,680
(52.0)
(52.0)
19,465
19,465
(86.6)
(86.6)
12,610
12,610
(56.1)
(56.1)
16,815
16,815
(74.8)
(74.8)
28,025
28,025
(124.7)
(124.7)
17,165
17,165
(76.4)
(76.4)
22,890
22,890
(101.8)
(101.8)
38,150
38,150
(169.7)
(169.7)
21,060
22,420
(93.7)
(99.7)
29,895
29,895
(133.0)
(133.0)
49,825
49,825
(221.6)
(221.6)
24,010
24,010
(106.8)
(106.8)
32,015
32,015
(142.4)
(142.4)
53,360
53,360
(237.4)
(237.4)
29,430
29,645
(130.9)
(131.9)
39,525
39,525
(175.8)
(175.8)
65,875
65,875
(293.0)
(293.0)
= 0.45.
a
or N
n
r
= 4000 psi
= 6000 psi
= 2500 psi
f´
f´
c
c
(41.4 Mpa)
(17.2 Mpa)
lb (kN)
lb (kN)
lb (kN)
3,155
3,340
6,790
(14.0)
(14.9)
(30.2)
4,205
4,455
9,055
(18.7)
(19.8)
(40.3)
7,005
7,425
15,090
(31.2)
(33.0)
(67.1)
5,605
5,940
12,075
(24.9)
(26.4)
(53.7)
7,475
7,920
16,100
(33.3)
(35.2)
(71.6)
12,455
13,205
26,830
(55.4)
(58.7)
(119.3)
8,760
9,285
18,865
(39.0)
(41.3)
(83.9)
11,680
12,380
25,150
(52.0)
(55.1)
(111.9)
19,465
20,630
41,920
(86.6)
(91.8)
(186.5)
12,610
13,370
27,165
(56.1)
(59.5)
(120.8)
16,815
17,825
36,220
(74.8)
(79.3)
(161.1)
28,025
29,710
60,365
(124.7)
(132.2)
(268.5)
17,165
18,195
36,975
(76.4)
(80.9)
(164.5)
22,890
24,260
49,300
(101.8)
(107.9)
(219.3)
38,150
40,435
82,165
(169.7)
(179.9)
(365.5)
22,420
23,765
45,360
(99.7)
(105.7)
(201.8)
29,895
31,690
64,390
(133.0)
(141.0)
(286.4)
49,825
52,815
107,315
(221.6)
(234.9)
(477.4)
24,010
25,450
54,125
(106.8)
(113.2)
(240.8)
32,015
33,935
81,495
(142.4)
(150.9)
(362.5)
53,360
56,560
135,825
(237.4)
(251.6)
(604.2)
29,645
31,425
63,395
(131.9)
(139.8)
(282.0)
39,525
41,895
97,600
(175.8)
(186.4)
(434.1)
65,875
69,830
167,685
(293.0)
(310.6)
(745.9)
Shear — ϕV
or V
n
r
= 3000 psi
= 4000 psi
f´
f´
c
c
(20.7 Mpa)
(27.6 Mpa)
lb (kN)
lb (kN)
6,790
6,790
(30.2)
(30.2)
9,055
9,055
(40.3)
(40.3)
15,090
15,090
(67.1)
(67.1)
12,075
12,075
(53.7)
(53.7)
16,100
16,100
(71.6)
(71.6)
26,830
26,830
(119.3)
(119.3)
18,865
18,865
(83.9)
(83.9)
25,150
25,150
(111.9)
(111.9)
41,920
41,920
(186.5)
(186.5)
27,165
27,165
(120.8)
(120.8)
36,220
36,220
(161.1)
(161.1)
60,365
60,365
(268.5)
(268.5)
36,975
36,975
(164.5)
(164.5)
49,300
49,300
(219.3)
(219.3)
82,165
82,165
(365.5)
(365.5)
48,295
48,295
(214.8)
(214.8)
64,390
64,390
(286.4)
(286.4)
107,315
107,315
(477.4)
(477.4)
59,290
61,120
(263.7)
(271.9)
81,495
81,495
(362.5)
(362.5)
135,825
135,825
(604.2)
(604.2)
69,445
75,455
(308.9)
(335.6)
100,610
100,610
(447.5)
(447.5)
167,685
167,685
(745.9)
(745.9)
as follows:
a
= 6000 psi
f´
c
(41.4 Mpa)
lb (kN)
7,200
(32.0)
9,600
(42.7)
15,995
(71.1)
12,800
(56.9)
17,065
(75.9)
28,440
(126.5)
19,995
(88.9)
26,660
(118.6)
44,435
(197.7)
28,795
(128.1)
38,395
(170.8)
63,990
(284.6)
39,190
(174.3)
52,255
(232.4)
87,095
(387.4)
51,190
(227.7)
68,255
(303.6)
113,755
(506.0)
64,785
(288.2)
86,385
(384.3)
143,970
(640.4)
79,985
(355.8)
106,645
(474.4)
177,745
(790.6)
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