HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
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
Table 1 — Hilti HIT-HY 100 Adhesive Design Strength (Factored Resistance) with Concrete / Bond Failure for US Rebar
in Uncracked Concrete
1,2,3,4,5,6,7,8
Nominal
Rebar Size
Effective
Embedment
Depth
in. (mm)
Tension — ϕ
N
n
or
N
r
Shear — ϕ
V
n
or
V
r
f
´
c
= 2500 psi
(17.2 Mpa)
lb (kN)
f
´
c
= 3000 psi
(20.7 Mpa)
lb (kN)
f
´
c
= 4000 psi
(27.6 Mpa)
lb (kN)
f
´
c
= 6000 psi
(41.4 Mpa)
lb (kN)
f
´
c
= 2500 psi
(17.2 Mpa)
lb (kN)
f
´
c
= 3000 psi
(20.7 Mpa)
lb (kN)
f
´
c
= 4000 psi
(27.6 Mpa)
lb (kN)
f
´
c
= 6000 psi
(41.4 Mpa)
lb (kN)
#3
3-3/8
3,155
3,155
3,155
3,340
6,790
6,790
6,790
7,200
(86)
(14.0)
(14.0)
(14.0)
(14.9)
(30.2)
(30.2)
(30.2)
(32.0)
4-1/2
4,205
4,205
4,205
4,455
9,055
9,055
9,055
9,600
(114)
(18.7)
(18.7)
(18.7)
(19.8)
(40.3)
(40.3)
(40.3)
(42.7)
7-1/2
7,005
7,005
7,005
7,425
15,090
15,090
15,090
15,995
(191)
(31.2)
(31.2)
(31.2)
(33.0)
(67.1)
(67.1)
(67.1)
(71.1)
#4
4-1/2
5,605
5,605
5,605
5,940
12,075
12,075
12,075
12,800
(114)
(24.9)
(24.9)
(24.9)
(26.4)
(53.7)
(53.7)
(53.7)
(56.9)
6
7,475
7,475
7,475
7,920
16,100
16,100
16,100
17,065
(152)
(33.3)
(33.3)
(33.3)
(35.2)
(71.6)
(71.6)
(71.6)
(75.9)
10
12,455
12,455
12,455
13,205
26,830
26,830
26,830
28,440
(254)
(55.4)
(55.4)
(55.4)
(58.7)
(119.3)
(119.3)
(119.3)
(126.5)
#5
5-5/8
8,760
8,760
8,760
9,285
18,865
18,865
18,865
19,995
(143)
(39.0)
(39.0)
(39.0)
(41.3)
(83.9)
(83.9)
(83.9)
(88.9)
7-1/2
11,680
11,680
11,680
12,380
25,150
25,150
25,150
26,660
(191)
(52.0)
(52.0)
(52.0)
(55.1)
(111.9)
(111.9)
(111.9)
(118.6)
12-1/2
19,465
19,465
19,465
20,630
41,920
41,920
41,920
44,435
(318)
(86.6)
(86.6)
(86.6)
(91.8)
(186.5)
(186.5)
(186.5)
(197.7)
#6
6-3/4
12,610
12,610
12,610
13,370
27,165
27,165
27,165
28,795
(171)
(56.1)
(56.1)
(56.1)
(59.5)
(120.8)
(120.8)
(120.8)
(128.1)
9
16,815
16,815
16,815
17,825
36,220
36,220
36,220
38,395
(229)
(74.8)
(74.8)
(74.8)
(79.3)
(161.1)
(161.1)
(161.1)
(170.8)
15
28,025
28,025
28,025
29,710
60,365
60,365
60,365
63,990
(381)
(124.7)
(124.7)
(124.7)
(132.2)
(268.5)
(268.5)
(268.5)
(284.6)
#7
7-7/8
17,165
17,165
17,165
18,195
36,975
36,975
36,975
39,190
(200)
(76.4)
(76.4)
(76.4)
(80.9)
(164.5)
(164.5)
(164.5)
(174.3)
10-1/2
22,890
22,890
22,890
24,260
49,300
49,300
49,300
52,255
(267)
(101.8)
(101.8)
(101.8)
(107.9)
(219.3)
(219.3)
(219.3)
(232.4)
17-1/2
38,150
38,150
38,150
40,435
82,165
82,165
82,165
87,095
(445)
(169.7)
(169.7)
(169.7)
(179.9)
(365.5)
(365.5)
(365.5)
(387.4)
#8
9
21,060
22,420
22,420
23,765
45,360
48,295
48,295
51,190
(229)
(93.7)
(99.7)
(99.7)
(105.7)
(201.8)
(214.8)
(214.8)
(227.7)
12
29,895
29,895
29,895
31,690
64,390
64,390
64,390
68,255
(305)
(133.0)
(133.0)
(133.0)
(141.0)
(286.4)
(286.4)
(286.4)
(303.6)
20
49,825
49,825
49,825
52,815
107,315
107,315
107,315
113,755
(508)
(221.6)
(221.6)
(221.6)
(234.9)
(477.4)
(477.4)
(477.4)
(506.0)
#9
10-1/8
24,010
24,010
24,010
25,450
54,125
59,290
61,120
64,785
(257)
(106.8)
(106.8)
(106.8)
(113.2)
(240.8)
(263.7)
(271.9)
(288.2)
13-1/2
32,015
32,015
32,015
33,935
81,495
81,495
81,495
86,385
(343)
(142.4)
(142.4)
(142.4)
(150.9)
(362.5)
(362.5)
(362.5)
(384.3)
22-1/2
53,360
53,360
53,360
56,560
135,825
135,825
135,825
143,970
(572)
(237.4)
(237.4)
(237.4)
(251.6)
(604.2)
(604.2)
(604.2)
(640.4)
#10
11-1/4
29,430
29,645
29,645
31,425
63,395
69,445
75,455
79,985
(286)
(130.9)
(131.9)
(131.9)
(139.8)
(282.0)
(308.9)
(335.6)
(355.8)
15
39,525
39,525
39,525
41,895
97,600
100,610
100,610
106,645
(381)
(175.8)
(175.8)
(175.8)
(186.4)
(434.1)
(447.5)
(447.5)
(474.4)
25
65,875
65,875
65,875
69,830
167,685
167,685
167,685
177,745
(635)
(293.0)
(293.0)
(293.0)
(310.6)
(745.9)
(745.9)
(745.9)
(790.6)
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
a
as follows:
For sand-lightweight, λ
a
= 0.51. For all-lightweight, λ
a
= 0.45.
