The following excerpt are pages from the North American Product
Technical Guide, Volume 2: Anchor Fastening, Edition 16.
Please refer to the publication in its entirety for complete details on
this product including data development, product specifications,
general suitability, installation, corrosion and spacing and edge
distance guidelines.
US: http://submittals.us.hilti.com/PTGVol2/
CA: http://submittals.us.hilti.com/PTGVol2CA/
To consult directly with a team member regarding our anchor
fastening products, contact Hilti’s team of technical support
specialists between the hours of 7:00am – 6:00pm CST.
US: 877-749-6337 or [email protected]
CA: 1-800-363-4458, ext. 6 or [email protected]
Hilti, Inc.
7250 Dallas Parkway, Suite 1000
Plano, TX 75024
1-800-879-8000
www.hilti.com
Adhesive Anchoring Systems
HIT-ICE Adhesive Anchoring System 3.2.5
3.2.5.1 Product description
HIT-ICEconsistsofanepoxyacrylate
and hardener. It is formulated for fast
curing and installation in a wide range
of solid base material temperatures.
Designedforcolderenvironmental
installations,HIT-ICEadhesiveisa
winter formulation for base material
temperatures down to –10°F (–23°C).
The systems consist of adhesive refill
packs, a mixing nozzle, a HIT dispenser
and either a threaded rod, rebar, HIS-N
internally threaded insert or eyebolts.
HIT-ICEisspecificallydesignedfor
fastening into solid base materials
such as concrete or grout-filled block.
Product features of HIT-ICE
• Smalledgedistanceandanchor
spacing allowance
• Mixingtubeprovidesproper
mixing and accurate dispensing
of mixed resin
• Containsnostyreneandvirtually
odorless
• Curesquicklyoveralargerangeof
base material temperatures
• Excellentweatheringresistanceand
resistance to high temperatures
• Highloadcapacities
Guide specifications
Master format section:
Previous 2004 Format
03250
03 16 00
Concrete
anchors
Related Sections:
03200
03 20 00
05050
05 50 00
05120
05 10 00
Concrete
reinforcing
Metal
fabrications
Structural metal
framing
Injectable adhesive shall be used for
installation of all reinforcing steel dowels
or threaded anchor rods and inserts
into new or existing concrete. Adhesive
shall be furnished in containers which
keepcomponentAandcomponentB
separate. Containers shall be designed
to accept static mixing nozzle which
thoroughly blends component A and
componentBandallowsinjection
directly into drilled hole. Only injection
tools and static mixing nozzles as
recommended by manufacturer shall be
used. Manufacturer’s instructions shall
be followed. Injection adhesive shall be
formulated to include resin and hardener
to provide optimal curing speed as well
as high strength and stiffness. Typical
curing time at 68°F shall be 1 hour for
HIT-ICE.Injectionadhesiveshallbe
HIT-ICE,asfurnishedbyHilti.
Anchor rods shall be end stamped
to show the grade of steel and overall
rod length. Anchor rods shall be
manufactured to meet the following
requirements:
3.2.5.1
Product description
3.2.5.2
Material specifications
3.2.5.3
Technical data
3.2.5.4
Installation instructions
3.2.5.5
Ordering information
HIT-ICEcartridge
LEED® Credit 4.1-Low Emitting
Materials
TheLeadershipinEnergyand
EnvironmentalDesign(LEED® ) Green
BuildingRatingsystemTM is the nationally
accepted benchmark for the design,
construction and operation of high
performance green buildings.
3.2.5
1.ISO898Class5.8;2. ASTM A193,
GradeB7highstrengthcarbonsteel
anchor;3. AISI 304 or AISI 316 stainless
steel,meetingtherequirementsof
ASTM F593 condition CW.
Special order length HAS Rods may
vary from standard product.
Nuts and washers shall be furnished
tomeettherequirementsoftheabove
anchor rod specifications.
3.2.5.2 Material specifications
Table 1 - Material properties of cured HIT-ICE adhesive
Compressive strength
Tensile strength
WaterabsorptionDIN53495
ElectricalresistanceDIN/VDE0303T3
72 MPa
12 MPa
10,440 psi
1,740 psi
2.4%
2x1011 OHM/cm 5.1x1011 OHM/in.
For material specifications for anchor rods and inserts, please refer to section 3.2.9.
Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2016 201
Adhesive Anchoring Systems
3.2.5 HIT-ICE Adhesive Anchoring System
Table 2 - HAS/HIT-V Rod installation specifications installed with HIT-ICE adhesive system
Setting
information
Symbol
Units
do
Nominal bit diameter
Standard effective
embedment
hef,std
Installationtorque
Embedment≥hef,std
Tinst
Installationtorque
Embedment<hef,std
Tinst
Minimum base
material thickness
hef = hnom
hef≠hnom
Nominal anchor diameter
3/8
1/2
5/8
3/4
7/8
1
1-1/4
in.
7/16
9/16
11/16
13/16
15/16
1-1/16
1-1/2
in.
3-1/2
4-1/4
5
6-5/8
7-1/2
8-1/4
12
(mm)
(90)
(110)
(125)
(170)
(190)
(210)
(305)
ft-lb
18
30
75
150
175
235
400
(Nm)
(24)
(41)
(102)
(203)
(237)
(319)
(540)
ft-lb
15
20
50
105
125
165
280
(Nm)
(20)
(27)
(68)
(142)
(169)
(224)
(375)
in.
5-1/2
6-1/4
7
8-5/8
9-1/2
10-1/2
15
(mm)
(140)
(160)
(180)
(220)
(240)
(270)
(380)
in.
1.0 hef+2
1.0 hef+2
1.0 hef+2
1.0 hef+2
1.0 hef+2
1.0 hef+2-1/4
1.0 hef+3
(mm)
(51)
(51)
(51)
(51)
(51)
(57)
(76)
Table 3 - HIS-N and HIS-RN installation specifications
Setting information
Thread size
Symbol
Units
Outside diameter of insert
d
in.
0.65
0.81
1.00
1.09
Nominal bit diameter
do
in.
11/16
7/8
1-1/8
1-1/4
Effectiveembedment
hef
Thread engagement
minimum
hs
maximum
Installationtorque
Tinst
Minimum concrete thickness
hmin
3/8-16 UNC 1/2-13 UNC 5/8-11 UNC 3/4-10 UNC
in.
4-3/8
5
6-3/4
8-1/8
(mm)
(110)
(125)
(170)
(205)
in.
3/8
1/2
5/8
3/4
in.
15/16
1-3/16
1-1/2
1-7/8
ft-lb
15
30
60
100
(Nm)
(20)
(40)
(81)
(136)
in.
5.9
6.7
9.1
10.6
(mm)
(150)
(170)
(230)
(270)
Table 4 - Rebar installation specifications with HIT-ICE adhesive system
Setting
information
Nominal bit diameter1
Symbol
Units
do
in.
Rebar size
No. 3
No. 4
No. 5
No. 6
No. 7
No. 8
No. 9
No. 10
No. 11
1/2
5/8
3/4
7/8
1
1-1/8
1-3/8
1-1/2
1-9/16
1 1 Rebar diameters may vary. Use the smallest drill bit which will accomodate the rebar.
Figure 1 —
HAS/HIT-V rod
specifications
Figure 2 —
HIS-N and HIS-RN
specifications
Table 5 - CA rebar installation specifications with HIT-ICE
adhesive anchor system
Rebar size
do
Drillbitdiameter1,2
10M
15M
14 mm
3/4"
20M
25M
30M
24mm 1-1/8" 37mm
c
35M
1-9/16"
1 Rebar diameters may vary. Use smallest drill bit which will accommodate rebar.
2 Hilti matched tolerance carbide tipped drill bits
202 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2016
Adhesive Anchoring Systems
HIT-ICE Adhesive Anchoring System 3.2.5
Table 6 - HIT-ICE allowable and ultimate bond/concrete capacity for HIT-V/HAS rods in normal-weight concrete1,2
HIT-ICE
allowable bond/concrete capacity
Nominal
anchor
diameter
in.
3/8
1/2
5/8
3/4
7/8
1
1-1/4
Tensile
Effective
embedment
in. (mm)
HIT-ICE
ultimate bond/concrete capacity
Shear
Tensile
Shear
ƒ'c = 2,000 psi ƒ'c = 4,000 psi ƒ'c = 2,000 psi ƒ'c = 4,000 psi ƒ'c = 2,000 psi ƒ'c = 4,000 psi ƒ'c = 2,000 psi ƒ'c = 4,000 psi
(13.8 MPa)
(27.6 MPa)
(13.8 MPa)
(27.6 MPa)
(13.8 MPa)
(27.6 MPa)
(13.8 MPa)
(27.6 MPa)
lb (kN)
lb (kN)
lb (kN)
lb (kN)
lb (kN)
lb (kN)
lb (kN)
lb (kN)
1-3/4
720
1,265
1,395
1,970
2,710
4,750
4,175
(44)
(3.2)
(5.6)
(6.2)
(8.8)
(12.1)
(21.1)
(18.6)
5,900
(26.2)
3-1/2
1,895
2,705
3,335
4,715
7,120
10,160
10,000
14,140
(89)
(8.4)
(12.0)
(14.8)
(21.0)
(31.7)
(45.2)
(44.5)
(62.9)
5-1/4
2,635
2,800
6,120
8,655
9,880
10,510
18,360
25,960
(133)
(11.7)
(12.5)
(27.2)
(38.5)
(44.0)
(46.8)
(81.7)
(115.5)
2-1/8
1,220
1,575
1,980
2,800
4,580
5,910
5,940
8,400
(54)
(5.4)
(7.0)
(8.8)
(12.5)
(20.4)
(26.3)
(26.4)
(37.4)
4-1/4
2,725
3,935
5,150
7,280
10,220
14,760
15,440
21,840
(108)
(12.1)
(17.5)
(22.9)
(32.4)
(44.5)
(65.7)
(68.7)
(97.1)
6-3/8
4,300
5,295
9,455
13,375
16,140
19,860
28,360
40,120
(162)
(19.1)
(23.6)
(42.1)
(59.5)
(71.8)
(88.3)
(126.2)
(178.5)
2-1/2
1,620
1,985
2,460
3,480
6,090
7,460
7,380
10,440
(64)
(7.2)
(8.8)
(10.9)
(15.5)
(27.1)
(33.2)
(32.8)
(46.4)
5
4,395
5,250
7,350
10,390
16,480
19,690
22,040
31,160
(127)
(19.5)
(23.4)
(32.7)
(46.2)
(73.3)
(87.6)
(98.0)
(138.6)
7-1/2
6,025
8,225
13,495
19,080
22,595
30,850
40,480
57,240
(191)
(26.8)
(36.6)
(60.0)
(84.9)
(100.5)
(137.2)
(180.0)
(254.6)
3-3/8
2,365
3,925
5,435
7,680
8,870
14,720
16,295
23,040
(86)
(10.5)
(17.5)
(24.2)
(34.2)
(39.5)
(65.5)
(72.5)
(102.5)
6-5/8
4,655
8,885
12,270
17,355
17,460
33,330
36,800
52,060
(168)
(20.7)
(39.5)
(54.6)
(77.2)
(77.7)
(148.3)
(163.7)
(231.6)
10
9,515
12,140
22,755
32,180
35,695
45,530
68,260
96,540
(254)
(42.3)
(54.0)
(101.2)
(143.1)
(158.8)
(202.5)
(303.6)
(429.4)
3-3/4
3,080
4,800
6,705
9,480
11,555
18,000
20,105
28,430
(95)
(13.7)
(21.4)
(29.8)
(42.4)
(51.4)
(80.1)
(89.4)
(126.5)
7-1/2
7,845
11,020
15,960
22,575
29,430
41,000
47,880
67,720
(191)
(34.9)
(49.0)
(71.0)
(100.4)
(130.9)
(182.3)
(213.0)
(301.2)
11-1/4
13,330
16,645
29,330
41,475
49,990
62,425
87,980
12,4420
(286)
(59.3)
(74.0)
(130.5)
(184.5)
(222.4)
(277.7)
(391.4)
(553.4)
4-1/8
3,445
4,865
8,265
11,685
12,920
18,250
24,790
35,050
(105)
(15.3)
(21.6)
(36.8)
(52.0)
(57.5)
(81.2)
(110.3)
(155.9)
8-1/4
8,330
11,635
19,690
27,840
31,250
43,640
59,060
83,520
(210)
(37.1)
(51.8)
(87.6)
(123.8)
(139.0)
(194.1)
(262.7)
(371.5)
12-3/8
15540
19,525
36,170
51,150
58,280
73,220
108,500
153,440
(314)
(69.1)
(86.8)
(160.9)
(227.5)
(259.3)
(325.7)
(482.6)
(682.5)
6
4645
7,000
14,760
20,870
17,430
26,265
44,280
62,610
(152)
(20.7)
(31.1)
(65.7)
(92.8)
(77.5)
(116.8)
(197.0)
(278.5)
12
15,490
20,770
38,615
54,610
58,085
77,900
115,840
163,820
(305)
(68.9)
(92.4)
(171.8)
(242.9)
(258.4)
(346.5)
(515.3)
(728.7)
15
19,210
26,815
53,960
76,315
72,040
100,560
161,880
228,940
(381)
(85.5)
(119.3)
(240.0)
(339.5)
(320.5)
(447.3)
(720.1)
(1018.4)
3.2.5
1 Influence factors for spacing and/or edge distance are applied to concrete/bond values above, and then compared to the steel value. The
lesser of the values is to be used for the design.
2 For hef≥hef,stdaverageultimateconcreteshearcapacitybasedonStrengthDesignmethod.Forhef < hef,std average ultimate concrete shear
values based on testing.
Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2016 203
Adhesive Anchoring Systems
3.2.5 HIT-ICE Adhesive Anchoring System
Table 7 - Allowable steel strength for Hilti HIT-V and HAS threaded rods1
Nominal
anchor
diameter
in.
HIT-V
ASTM A307 Grade A2
HAS-EB7
ASTM A193 GradeB7
HAS-R Stainless Steel
ASTM F595 - AISI 304/316 SS
Tensile
lb (kN)
Shear
lb (kN)
Tensile
lb (kN)
Shear
lb (kN)
Tensile
lb (kN)
Shear
lb (kN)
Tensile
lb (kN)
Shear
lb (kN)
2,185
1,125
2,640
1,360
4,555
2,345
4,555
2,345
(9.7)
(5.0)
(11.7)
(6.0)
(20.3)
(10.4)
(20.3)
(10.4)
3,885
2,000
4,695
2,420
8,095
4,170
8,095
4,170
3/8
1/2
5/8
3/4
(17.3)
(8.9)
(20.9)
(10.8)
(36.0)
(18.5)
(36.0)
(18.5)
6,075
3,130
7,340
3,780
12,655
6,520
12,655
6,520
(27.0)
(13.9)
(32.6)
(16.8)
(56.3)
(29.0)
(56.3)
(29.0)
8,750
4,505
10,570
5,445
18,225
9,390
18,225
9,390
(38.9)
(20.0)
(47.0)
(24.2)
(81.1)
(41.8)
(81.1)
(41.8)
-
-
14,385
7,410
24,805
12,780
24,805
12,780
-
-
(64.0)
(33.0)
(110.3)
(56.8)
(110.3)
(56.8)
15,550
8,010
18,790
9,680
32,400
16,690
32,400
16,690
(69.2)
(35.6)
(83.6)
(43.1)
(144.1)
(74.2)
(144.1)
(74.2)
-
-
29,360
15,125
50,620
26,080
50,620
26,080
-
-
(130.6)
(67.3)
(225.2)
(116.0)
(225.2)
(116.0)
7/8
1
HAS-E
ISO 898 Class 5.82
1-1/4
1 SteelstrengthasdefinedinAISCManualofSteelConstruction(ASD):
Tensile = 0.33 x Fu x Nominal Area
Shear = 0.17 x Fu x Nominal Area
2 HIT-VandHAS-Ethreadedrodsareconsideredbrittlesteelelements.HIT-Vdoesnotcomplywithpercentelongationrequirementsof
ASTMA307GradeAsteel.HAS-Edoesnotcomplywith%elongationrequirementsofISO898-1.
Table 8 - Ultimate steel strength for Hilti HIT-V and HAS threaded rods1
Nominal
anchor
diameter
in.
3/8
1/2
5/8
3/4
7/8
1
1-1/4
HIT-V
ASTM A307 Grade A2
HAS-E
ISO 898 Class 5.82
HAS-EB7
ASTM A193 GradeB7
HAS-R Stainless Steel
ASTM F593 - AISI 304/316 SS
Yield
lb (kN)
Tensile
lb (kN)
Shear
lb (kN)
Yield
lb (kN)
Tensile
lb (kN)
Shear
lb (kN)
Yield
lb (kN)
Tensile
lb (kN)
Shear
lb (kN)
Yield
lb (kN)
Tensile
lb (kN)
Shear
lb (kN)
2,905
4,970
2,980
4,495
6,005
3,600
8,140
10,350
6,210
5,040
8,280
4,970
(12.9)
(22.1)
(13.3)
(20.0)
(26.7)
(16.0)
(36.2)
(46.0)
(27.6)
(22.4)
(36.8)
(22.1)
5,320
8,835
5,300
8,230
10,675
6,405
14,900
18,405
11,040
9,225
14,725
8,835
(23.7)
(39.3)
(23.6)
(36.6)
(47.5)
(28.5)
(66.3)
(81.9)
(49.1)
(41.0)
(65.5)
(39.3)
8,475
13,805
8,285
13,110
16,680
10,010
23,730
28,765
17,260
14,690
23,010
13,805
(37.7)
(61.4)
(36.9)
(58.3)
(74.2)
(44.5)
(105.6)
(128.0)
(76.8)
(65.3)
(102.4)
(61.4)
12,545
19,880
11,930
19,400
24,025
14,415
35,125
41,420
24,850
15,055
28,165
16,900
(55.8)
(88.4)
(53.1)
(86.3)
(106.9)
(64.1)
(156.2)
(184.2)
(110.5)
(67.0)
(125.3)
(75.2)
-
-
-
26,780
32,695
19,615
48,480
56,370
33,825
20,775
38,335
23,000
-
-
-
(119.1)
(145.4)
(87.3)
(215.6)
(250.7)
(150.5)
(92.4)
(170.5)
(102.3)
22,715
35,345
21,205
35,130
42,705
25,625
63,600
73,630
44,180
27,255
50,070
30,040
(101.0)
(157.2)
(94.3)
(156.3)
(190.0)
(114.0)
(282.9)
(327.5)
(196.5)
(121.2)
(222.7)
(133.6)
-
-
-
56,210
66,730
40,035
101,755
115,050
69,030
43,610
78,235
46,940
-
-
-
(250.0)
(296.8)
(178.1)
(452.6)
(511.8)
(307.1)
(194.0)
(348.0)
(208.8)
1 SteelstrengthasdefinedinAISCManualofSteelConstruction2ndEd.(LRFD):
Yield = F y x Tensile stress Area
Tensile = 0.75 x Fu x Nominal Area
Shear = 0.45 x Fu x Nominal Area
2 HIT-VandHAS-Ethreadedrodsareconsideredbrittlesteelelements.HIT-VdoesnotcomplywithpercentelongationrequirementsofASTM
A307GradeAsteel.HAS-Edoesnotcomplywith%elongationrequirementsofISO898-1.
204 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2016
Adhesive Anchoring Systems
HIT-ICE Adhesive Anchoring System 3.2.5
Table 9 - HIT-ICE allowable bond or concrete capacity and steel strength for HIS-N and HIS-RN inserts1
HIT-ICEallowable
bond/concrete capacity
Thread
size.
3/8-16 UNC
1/2-13 UNC
5/8-11 UNC
3/4-10 UNC
Allowable bolt strength2
ASTM A325
carbon steel
ASTM F593
stainless steel
Effective
embedment
in. (mm)
Tensile
lb (kN)
Shear
lb (kN)
Tensile1
lb (kN)
Shear1
lb (kN)
Tensile1
lb (kN)
Shear1
lb (kN)
4-3/8
2,750
1,605
4,370
2,250
3,645
1,875
(110)
(12.2)
(7.1)
(19.4)
(10.0)
(16.2)
(8.3)
5
4,195
3,040
7,775
4,005
6,480
3,335
(127)
(18.7)
(13.5)
(34.6)
(17.8)
(28.8)
(14.8)
6-5/8
6,700
4,575
12,150
6,260
10,125
5,215
(168)
(29.8)
(20.4)
(54.0)
(27.8)
(45.0)
(23.2)
8-1/4
7,855
6,305
17,495
9,010
12,395
6,385
(210)
(34.9)
(28.0)
(77.8)
(40.1)
(55.1)
(28.4)
Table 10 - HIT-ICE ultimate bond or concrete capacity and steel strength for HIS-N and HIS-RN inserts1
HIT-ICEultimate
bond/concrete capacity2
Thread
size.
3/8-16 UNC
1/2-13 UNC
5/8-11 UNC
3/4-10 UNC
Ultimate bolt strength2
ASTM A325
carbon steel
ASTM F593
stainless steel
Effective
embedment
in. (mm)
Tensile
lb (kN)
Shear
lb (kN)
Tensile1
lb (kN)
Shear1
lb (kN)
Tensile1
lb (kN)
Shear1
lb (kN)
4-3/8
11,000
6,425
9,935
5,960
8,280
4,970
(110)
(48.9)
(28.6)
(44.2)
(26.5)
(36.8)
(22.1)
5
16,790
12,170
17,665
10,600
14,720
8,835
(127)
(74.7)
(54.1)
(78.6)
(47.2)
(65.5)
(39.3)
6-5/8
26,795
18,310
27,610
16,565
23,010
13,805
(168)
(119.2)
(81.5)
(122.8)
(73.7)
(102.4)
(61.4)
8-1/4
31,430
25,215
39,760
23,855
28,165
16,900
(210)
(139.8)
(112.2)
(176.9)
(106.1)
(125.3)
(75.1)
3.2.5
1 Use lower value of either bond, concrete capacity or steel strength. Minimum concrete compressive strength ƒ'c is 2,000 psi.
2 Steel values in accordance with AISC
ASTM A325 bolts Fy = 92 ksi , Fu = 120 ksi
ASTM F593 (AISI 304/316) Fy = 65 ksi, Fu = 100 ksi for 3/8- through 5/8-in.
Fy = 45 ksi, Fu = 85 ksi for 3/4-in.
Allowable load values
Tension = 0.33 x Fu x Anom
Shear = 0.17 x Fu x Anom
Ultimate load values
Tension = 0.75 x Fu x Anom
Shear = 0.45 x Fu x Anom
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Adhesive Anchoring Systems
3.2.5 HIT-ICE Adhesive Anchoring System
Table 11 - HIT-ICE allowable and ultimate bond/concrete capacity for HAS/HIT-V rods installed in 3,000 psi structural
sand-lightweight concrete
Ultimate bond/concrete capacity
lb (kN)
Allowable bond/concrete capacity1
lb (kN)
Nominal anchor
Effective
diameter
embedment
in.
in. (mm)
Tensile
Shear
Tensile
Shear
1-3/4
(44)
745
(3.3)
1,285
(5.7)
2,980
(13.3)
5,150
(22.9)
3-1/2
(89)
1,220
(5.4)
1,580
(7.0)
4,920
(21.9)
6,320
(28.1)
2-1/8
(54)
975
(4.3)
2,130
(9.5)
3,900
(17.3)
8,520
(37.9)
4-1/4
(108)
1,210
(5.4)
2,910
(12.9)
4,840
(21.5)
11,640
(51.8)
5/8
2-1/2
(63)
1,200
15.3)
2,480
(11.0)
4,800
(21.4)
9,920
(44.1)
3/4
3-3/8
(86)
1,760
(7.8)
4,000
(17.8)
7,040
(31.3)
15,985
(71.1)
3/8
1/2
1 Influence factors for spacing and/or edge distance are applied to allowable concrete/bond values above, and then compared to the allowable steel value.
The lesser of these values is to be used for design.
Table 12 - Allowable loads for anchorage of exterior sill plates with HIT-ICE1,2,3,4
Nominal anchor
Effective
diameter
embedment
in.
in. (mm)
1/2
5/8
4-1/4
(108)
5
(127)
edge distance
Tension
Shear lb (kN)
in.
(mm)
lb
(kN)
1-3/4
(45)
1,280
(5.3)
Load II to edge
1,445
Load ⊥ to edge
(6.4)
400
(1.8)
2-3/4
(70)
1,800
(8.1)
2,100
(9.5)
845
(3.8)
1-3/4
(45)
1,700
(7.6)
1,445
(6.4)
400
(1.8)
2-3/4
(70)
2,725
(12.1)
2,455
(10.9)
960
(4.3)
1 Allowable loads calculated using a factor of safety of 4.
2 Allowable loads are based on concrete capacity. The steel strength must be checked.
3 A wood 2x4 exterior plate has a 1-3/4 inch edge distance. A 2x6 has a 2-3/4 inch edge distance.
4 Minimum concrete compressive strength is 2,000 psi.
Table 13 - Allowable loads for anchorage to the top of grout-filled block walls with HIT-ICE1,2,3,4
Nominal anchor
Effective
diameter
embedment
in.
in. (mm)
1/2
4-1/4
(108)
5/8
5
(127)
Edgedistance
Tension
Shear lb (kN)
in.
(mm)
lb
(kN)
1-3/4
(45)
1,120
(5.0)
Load II to edge
1,425
Load ⊥ to edge
(6.3)
560
(2.5)
2-3/4
(70)
1,440
(6.4)
2,085
(9.3)
1,110
(4.9)
1-3/4
(45)
1,475
(6.5)
1,800
(8.0)
680
(3.0)
2-3/4
(70)
1,630
(7.2)
3,070
(13.7)
1,110
(4.9)
1 Allowable loads calculated using a factor of safety of 5.
2 Allowable loads are based on masonry capacity. The steel strength must be checked.
3 Minimum edge distance is 1-3/4 inches.
4 Minimum masonry prism strength is 1,500 psi.
206 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2016
Adhesive Anchoring Systems
HIT-ICE Adhesive Anchoring System 3.2.5
Table 14 - HIT-ICE allowable loads for threaded rods in grout-filled concrete masonry units1, 2, 3, 4
Nominal
anchor
diameter
in.
Effective
embedment
in. (mm)
Distancefrom
edge
in.
(mm)
3/8
3-1/2
(89)
4
(102)
≥12
(305)
1/2
4-1/4
(108)
4
(102)
≥12
(305)
5/8
5
(127)
4
(102)
≥12
(305)
3/4
6-5/8
(168)
4
(102)
≥12
(305)
Shear lb (kN)5,6
Tension5,6
lb
(kN)
HAS-E
ISO 898 Class 5.5
1,550
(6.9)
1360
1,785
(7.9)
2,265
(10.1)
3,740
(16.6)
HAS-EB7
ASTMA193GradeB7
(6.0)
2020
2,020
(9.0)
2,420
(10.8)
2,020
(9.0)
3,780
(16.8)
2,020
(9.0)
5,445
(24.2)
HAS-R
AISI 304 / 316
(9.0)
1875
(8.3)
2,020
(9.0)
2,020
(9.0)
4,170
(18.5)
3,335
(14.8)
2,020
(9.0)
2,020
(9.0)
5,625
(25.0)
5,215
(23.2)
2,020
(9.0)
2,020
(9.0)
5,625
(25.0)
5,625
(25.0)
Table 15 - HIT-ICE ultimate loads for threaded rods in grout-filled concrete masonry units1, 2, 3, 4
Nominal
anchor
diameter
in.
Distance
from edge
Effective
embedment
in. (mm)
in.
3/8
3-1/2
(90)
4
(102)
≥12
(305)
1/2
4-1/4
(108)
4
(102)
≥12
(305)
5/8
5
(127)
4
(102)
≥12
(305)
3/4
6-5/8
(168)
4
(102)
≥12
(305)
(mm)
Shear lb (kN)5,6
Tension lb (kN)5,6
HAS-E
ISO 898
Class 5.5
HAS-EB7
ASTM A193
GradeB7
HAS-E
ISO 898
Class 5.5
HAS-R
AISI 304 / 316
6,005
(26.7)
6,200
(27.6)
6,200
(27.6)
3,605
(16.0)
7,140
(31.8)
7,140
(31.8)
7,140
(31.8)
6,405
(28.5)
9,060
(40.3)
9,060
(40.3)
9,060
(40.3)
8,075
(35.9)
14,970 (66.6) 14,970 (66.6) 14,970 (66.6)
HAS-EB7
ASTM A193
GradeB7
HAS-R
AISI 304 / 316
6,210
(27.6)
4,970
(22.1)
8,075
(35.9)
8,075
(35.9)
11,040 (49.1)
8,835
(39.3)
8,075
8,075
(35.9)
(35.9)
10,010 (44.2) 17,260 (76.8) 13,805 (61.4)
8,075
(35.9)
8,075
(35.9)
8,075
(35.9)
14,415 (64.1) 22,500 (100.1) 16,800 (75.2)
3.2.5
1 Valuesareforlightweight,medium-weightornormal-weightconcretemasonryunitsconformingtoASTMC90with2,000psigroutconformingtoASTMC476.
2 Embedmentdepthismeasuredfromtheoutsidefaceoftheconcretemasonryunit.
3 Valuesareforanchorslocatedinthegroutedcell,headjoint,bedjoint,T-joint,crossweboranycombinationoftheabove.
4 Valuesforedgedistancesbetween4inchesand12inchescanbecalculatedbylinearinterpolation.
5 Loads are based on the lesser of bond strength, steel strength or base material strength.
6 Steel values in accordance with AISC
Allowable load values
Tension = 0.33 x Fu x Anom
Shear = 0.17 x Fu x Anom
Ultimate load values
Tension = 0.75 x Fu x Anom
Shear = 0.45 x Fu x Anom
Figure 3 - Anchor spacing and edge distance
Edge distance for shear and tension:
Grout-filled, normal-weight and lightweight block
ccr = 12 in. minimum from free edge
cmin = 4 in. minimum from free edge
Anchor spacing for shear and tension:
Grout-filled, normal-weight and lightweight block
scr
= smin = maximum (1) anchor per cell and minimum 8 inches
center-to-center spacing between anchors
Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2016 207
Adhesive Anchoring Systems
3.2.5 HIT-ICE Adhesive Anchoring System
Table 16 - HIT-ICE ultimate bond capacity and steel strength for rebar in concrete
Concrete compressive strength
ƒ'c = 2,000 psi (13.8 MPa)
ƒ'c = 4,000 psi (27.6 MPa)
Grade 60 rebar
Embed.at
Embed.at
Embed.at
Embed.at
Ultimate
ultimate load ultimate load
Ultimate
ultimate load ultimate load
Effective
= to tensile
bond
= to yield
= to tensile
Yield
Tensile
bond
= to yield
Rebar
embedment
strength1
strength
strength1
strength1
strength
strength
strength
strength1
size
in. (mm)
in. (mm)
in. (mm)
lb (kN)
in. (mm)
in. (mm)
lb (kN)
lb (kN)
lb (kN)
1-1/2
2,500
3,800
(38)
(11.1)
(16.9)
3-3/4
5-1/2
2-3/4
4-1/4
6,600
9,900
3-1/2
6,300
8,200
#3
(89)
(28.0)
(36.5)
(95.3)
(139.7)
(69.9)
(108.0)
(29.4)
(44.0)
7
12,600
16,500
(178)
(56.0)
(73.4)
2
4,200
6,000
(51)
(18.7)
(26.7)
5-1/2
8
4-1/4
6-1/4
12,000
18,000
4
9,000
11,800
#4
(102)
(40.0)
(52.5)
(139.7)
(203.2)
(108.0)
(158.8)
(53.4)
(80.1)
8
18,000
23,600
(203)
(80.1)
(105.0)
2-1/2
5,600
6,900
(64)
(24.9)
(30.7)
7
10-1/4
5-1/4
8
18,600
27,900
5
13,500
17,700
#5
(127)
(60.1)
(78.7)
(177.8)
(260.4)
(133.4)
(203.2)
(82.7)
(124.1)
10
27,000
35,300
(254)
(120.1)
(157.0)
3-1/2
10,200
12,800
(90)
(45.4)
(56.9)
8-1/2
12-3/4
6-1/2
9-3/4
26,400
39,600
7
22,100
28,900
#6
(178)
(98.3)
(128.6)
(215.9)
(323.9)
(165.1)
(247.7)
(117.4)
(176.2)
14
44,200
57,700
(356)
(196.6)
(256.7)
3-3/4
10,700
15,800
(95)
(47.6)
(70.3)
10
15
7-3/4
11-1/2
36,000
54,000
7-1/2
27,100
35,300
#7
(190)
(120.6)
(157.0)
(254.0)
(381)
(196.9)
(292.1)
(160.1)
(240.2)
15
54,200
70,700
(380)
(241.1)
(314.5)
4
14,100
18,100
(102)
(62.7)
(80.5)
11-3/4
17-1/2
9
13-1/2
47,450
71,100
8
32,500
42,400
#8
(204)
(144.6)
(188.6)
(298.5)
(444.5)
(228.6)
(342.9)
(211.1)
(316.3)
16
65,000
84,800
(408)
(289.1)
(377.2)
5
16,700
21,800
(127)
(74.3)
(97.0)
12-3/4
19
10
15-3/4
60,000
90,000
10
47,400
61,800
#9
(254)
(210.9)
(274.9)
(323.9)
(482.6)
(254.0)
(400.1)
(266.9)
(400.4)
18
85,300
111,300
(457)
(379.4)
(495.1)
6
23,300
32,400
(152)
(103.6)
(144.1)
15-1/2
23
12
17-3/4
76,200
114,300
12
59,600
77,700
#10
(304)
(265.1)
(345.6)
(393.7)
(584.2)
(304.8)
(450.9)
(339.0)
(508.5)
20
99,300
129,600
(508)
(441.7)
(576.5)
7
32,000
41,300
(178)
(142.3)
(183.7)
17-1/4
26
13-1/2
20
93,600
140,400
14
75,800
99,000
#11
(356)
(337.2)
(440.4)
(438.2)
(660.4)
(342.9)
(508.0)
(416.4)
(624.6)
20
108,400
141,400
(508)
(482.2)
(629.0)
1 Basedoncomparisonofaverageultimateadhesivebondtestvaluesversusminimumyieldandultimatetensilestrengthofrebarwithno
considerationofspacingoredgedistance;formoreinformation,contactHilti.
208 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2016
Adhesive Anchoring Systems
HIT-ICE Adhesive Anchoring System 3.2.5
Table 17 - HIT-ICE bond capacity and steel strength for CA rebar in concrete1,2
c
Strength Properties
of Metric Rebar 2,3
HIT-ICETensileBondStrength2,3,4
ƒ'c = 14 MPa
Rebar
Size
10M
15M
20M
25M
30M
35M
ƒ'c = 28 MPa
ƒy = 400 MPa
Embedment
Depth
(mm)
Ultimate
Bond
(kN)
Allowable
Bond
(kN)
Ultimate
Bond
(kN)
Allowable
Bond
(kN)
40
11.1
2.8
16.9
4.2
90
28.0
7.0
36.5
9.1
180
56.0
14.0
73.4
18.3
65
24.9
6.2
30.7
7.7
130
60.1
15.0
78.7
19.7
250
120
30.0
157
39.2
90
45.4
11.3
56.9
14.2
180
98.3
24.6
129
32.2
355
197
49.2
257
64.2
100
62.7
15.7
80.5
20.1
200
145
36.2
189
47.2
405
289
72.2
377
94.2
125
74.3
18.6
97.0
24.2
250
211
52.8
275
68.8
455
379
94.8
495
124
180
142
35.5
184
46.0
355
337
84.2
440
110
510
482
120
629
157
Yield
Strength
(kN)
Tensile
Strength
(kN)
40
60
80
120
120
180
200
300
280
420
400
600
1 Use lesser value of bond strength or rebar’s steel strength for tensile capacity.
2 Foranchoringspacingandedgedistanceguidelines,pleaserefertothefollowingpagesofthisHIT-ICEInjectionAdhesiveAnchorsection.
3.2.5
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Adhesive Anchoring Systems
3.2.5 HIT-ICE Adhesive Anchoring System
Figure 4 - Anchor spacing and edge distance in concrete
Anchor spacing adjustment factors
s
s min
s cr
h ef
=
=
=
=
Edge distance adjustment factors
Actual spacing
0.5 h ef
1.5 h ef
Actual embedment
c = Actual edge distance
cmin = 0.5 h ef
c cr = 1.5 h ef Tension
= 2.0 h ef for Shear
h ef = Actual embedment
Note: Tables apply for listed
embedment depths. Reduction
factors for other embedment
depths must be calculated
usingequationsbelow.
Spacing tension/shear
smin = 0.5 hef
scr = 1.5 hef
ƒA = 0.3(s/hef) + 0.55
for scr>s>smin
Edgedistancetension
cmin = 0.5 hef
ccr = 1.5 hef
ƒRN = 0.4(c/hef) + 0.40
for ccr>c>cmin
Edgedistanceshear
⊥ toward edge
cmin = 0.5 hef
ccr = 2.0 hef
ƒRV1 = 0.54(c/hef) – 0.09
for ccr>c>cmin
Diameter
3/8-in.
tension/shear
Edgedistance
Edgedistanceshear
ƒRN
ƒRV1
tension
ƒA
Embedment 1-3/4
depth, in.
7/8
1-1/4
1-3/4
2
2-5/8
3
3-1/2
4
4-1/2
5-1/4
6-1/2
7
7-7/8
9
10-1/2
Spacing
Adjustment
factor
Spacing (s)/Edgedistance(c),in.
Edgedistanceshear
II to or away from edge
cmin = 0.5 hef
ccr = 2.0 hef
ƒRV2 = 0.36(c/hef) + 0.28
for ccr>c>cmin
Table 18 - Load adjustment factors for 3/8-in. diameter anchors
0.70
0.76
0.85
0.89
1.00
3-1/2
0.70
0.72
0.78
0.81
0.85
0.89
0.94
1.00
5-1/4
0.70
0.72
0.75
0.78
0.81
0.85
0.92
0.95
1.00
1-3/4
0.60
0.69
0.80
0.86
1.00
3-1/2
0.60
0.63
0.70
0.74
0.80
0.86
0.91
1.00
5-1/4
0.60
0.63
0.67
0.70
0.74
0.80
0.90
0.93
1.00
Edgedistanceshear
(II to or away
from edge)
(⊥ toward edge)
1-3/4
0.18
0.30
0.45
0.53
0.72
0.84
1.00
3-1/2
0.18
0.22
0.32
0.37
0.45
0.53
0.60
0.72
0.91
1.00
5-1/4
0.18
0.22
0.27
0.32
0.37
0.45
0.58
0.63
0.72
0.84
1.00
ƒRV2
1-3/4
0.46
0.54
0.64
0.69
0.82
0.90
1.00
3-1/2
0.46
0.49
0.55
0.59
0.64
0.69
0.74
0.82
0.95
1.00
5-1/4
0.46
0.49
0.52
0.55
0.59
0.64
0.73
0.76
0.82
0.90
1.00
210 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2016
Adhesive Anchoring Systems
HIT-ICE Adhesive Anchoring System 3.2.5
Table 19 - Load adjustment factors for 1/2-in. diameter anchors
Diameter
tension/shear
Edgedistance
Edgedistanceshear
ƒRN
ƒRV1
tension
ƒA
Embedment 2-1/8
depth, in.
Spacing (s)/Edgedistance(c),in.
Spacing
Adjustment
factor
1-1/16
1-1/2
2
2-1/8
2-3/4
3
3-3/16
4
4-1/4
5
6
6-3/8
7
7-1/2
8-1/2
9
9-9/16
10
11
12-3/4
Note: Tables apply for listed
embedment depths. Reduction
factors for other embedment
depths must be calculated
usingequationsbelow.
1/2-in.
0.70
0.76
0.83
0.85
0.94
0.97
1.00
4-1/4
0.70
0.74
0.76
0.78
0.83
0.85
0.90
0.97
1.00
6-3/8
0.70
0.74
0.75
0.79
0.83
0.85
0.88
0.90
0.95
0.97
1.00
2-1/8
0.60
0.68
0.78
0.80
0.92
0.96
1.00
4-1/4
(II to or away
from edge)
(⊥ toward edge)
6-3/8
0.60
0.66
0.68
0.70
0.78
0.80
0.87
0.96
1.00
Edgedistanceshear
2-1/8
0.18
0.29
0.42
0.45
0.61
0.67
0.72
0.93
1.00
0.60
0.65
0.67
0.71
0.78
0.80
0.84
0.87
0.93
0.96
1.00
4-1/4
0.18
0.26
0.29
0.32
0.42
0.45
0.55
0.67
0.72
0.80
0.86
1.00
ƒRV2
6-3/8
2-1/8
0.18
0.25
0.27
0.33
0.42
0.45
0.50
0.55
0.63
0.67
0.72
0.76
0.84
1.00
4-1/4
0.46
0.53
0.62
0.64
0.75
0.79
0.82
0.96
1.00
0.46
0.51
0.53
0.55
0.62
0.64
0.70
0.79
0.82
0.87
0.92
1.00
Spacing tension/shear
smin = 0.5 hef
scr = 1.5 hef
ƒA = 0.3 (s/hef) + 0.55
for scr>s>smin
6-3/8
Edgedistancetension
cmin = 0.5 hef
ccr = 1.5 hef
ƒRN = 0.4(c/hef) + 0.40
for ccr>c>cmin
0.46
0.51
0.52
0.56
0.62
0.64
0.68
0.70
0.76
0.79
0.82
0.84
0.90
1.00
Edgedistanceshear
⊥ toward edge
cmin = 0.5 hef
ccr = 2.0 hef
ƒRV1 = 0.54(c/hef) – 0.09
for ccr>c>cmin
Edgedistanceshear
II to or away from edge
cmin = 0.5 hef
ccr = 2.0 hef
ƒRV2 = 0.36(c/hef) + 0.28
for ccr>c>cmin
Table 20 - Load adjustment factors for 5/8-in. and 3/4-in. diameter anchors
Diameter
Adjustment
factor
5/8-in.
Spacing
tension/shear
ƒA
Spacing(s)/Edgedistance(c),in.
Embedment 2-1/2
depth, in.
1-1/4
1-11/16
2
2-1/2
3
3-5/16
3-3/4
4
4-1/2
5
5-1/16
5-1/2
6
6-3/4
7-1/2
8
8-1/2
9
9-15/16
10
11-1/4
12
13-1/4
14
15
16
18
20
Edgedistance
0.70
0.75
0.79
0.85
0.91
0.95
1.00
5
0.70
0.73
0.75
0.78
0.79
0.82
0.85
0.85
0.88
0.91
0.96
1.00
7-1/2 2-1/2
0.60
0.67
0.72
0.80
0.88
0.93
0.70 1.00
0.71
0.73
0.75
0.75
0.77
0.79
0.82
0.85
0.87
0.89
0.91
0.95
0.95
1.00
tension
ƒRN
5
0.60
0.64
0.67
0.70
0.72
0.76
0.80
0.81
0.84
0.88
0.94
1.00
3/4-in.
Edgedistance
shear
(⊥ toward edge)
ƒRV1
7-1/2 2-1/2
0.60
0.61
0.64
0.67
0.67
0.69
0.72
0.76
0.80
0.83
0.85
0.88
0.93
0.93
1.00
0.18
0.27
0.34
0.45
0.56
0.63
0.72
0.77
0.88
1.00
5
0.18
0.23
0.27
0.32
0.34
0.40
0.45
0.46
0.50
0.56
0.64
0.72
0.77
0.83
0.88
0.98
1.00
Edgedistance
shear
(II to or away
from edge)
ƒRV2
7-1/2 2-1/2
0.18
0.20
0.23
0.27
0.27
0.31
0.34
0.40
0.45
0.49
0.52
0.56
0.63
0.63
0.72
0.77
0.86
0.92
1.00
0.46
0.52
0.57
0.64
0.71
0.76
0.82
0.86
0.93
1.00
5
0.46
0.50
0.52
0.55
0.57
0.60
0.64
0.64
0.68
0.71
0.77
0.82
0.86
0.89
0.93
1.00
Spacing
tension/shear
tension
ƒA
7-1/2 3-3/8 6-5/8
0.46
0.47
0.50
0.52
0.52
0.54
0.57
0.60
0.64
0.66
0.69
0.71
0.76
0.76
0.82
0.86
0.92
0.95
1.00
Edgedistance
0.70
0.73
0.77
0.82
0.84
0.88
0.91
0.95
0.99
1.00
10
ƒRN
3-3/8 6-5/8
0.60
0.64
0.70
0.76
0.70
0.79
0.72
0.84
0.73
0.87
0.75
0.93
0.78 0.70 0.99
0.78 0.70 1.00
0.80 0.72
0.82 0.73
0.86 0.75
0.89 0.78
0.91 0.79
0.93 0.81
0.96 0.82
1.00 0.85
0.85
0.89
0.91
0.95
0.97
1.00
0.60
0.63
0.64
0.67
0.70
0.71
0.73
0.76
0.81
0.85
0.88
0.91
0.94
1.00
Edgedistance
shear
(⊥ toward edge)
ƒRV1
10
0.60
0.60
0.62
0.64
0.67
0.70
0.72
0.74
0.76
0.80
0.80
0.85
0.88
0.93
0.96
1.00
3-3/8 6-5/8
0.18
0.23
0.31
0.39
0.44
0.51
0.55
0.63
0.71
0.72
0.79
0.87
1.00
0.18
0.22
0.24
0.28
0.32
0.32
0.36
0.40
0.46
0.52
0.56
0.60
0.64
0.72
0.73
0.83
0.89
1.00
10
0.18
0.18
0.21
0.23
0.27
0.32
0.34
0.37
0.40
0.45
0.45
0.52
0.56
0.63
0.67
0.72
0.77
0.88
1.00
Edgedistance
shear
(II to or away
from edge)
ƒRV2
3-3/8 6-5/8
0.46
0.49
0.55
0.60
0.63
0.68
0.71
0.76
0.81
0.82
0.87
0.92
1.00
0.46
0.48
0.50
0.52
0.55
0.56
0.58
0.61
0.65
0.69
0.71
0.74
0.77
0.82
0.82
0.89
0.93
1.00
10
3.2.5
0.46
0.46
0.48
0.50
0.52
0.55
0.57
0.59
0.60
0.64
0.64
0.69
0.71
0.76
0.78
0.82
0.86
0.93
1.00
Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2016 211
Adhesive Anchoring Systems
3.2.5 HIT-ICE Adhesive Anchoring System
Table 21 - Load adjustment factors for 7/8-in. diameter anchors
Diameter
tension/shear
Edgedistance
Edgedistanceshear
ƒRN
ƒRV1
tension
ƒA
Embedment 3-3/4
depth, in.
Spacing (s)/Edgedistance(c),in.
Spacing
Adjustment
factor
1-7/8
2-1/2
3
3-3/4
4
4-1/2
5
5-5/8
6
6-1/2
7
7-1/2
8
8-1/2
9
9-15/16
10
11-1/4
12
14
15
16-7/8
18
20
22-1/2
Note: Tables apply for listed
embedment depths. Reduction
factors for other embedment
depths must be calculated
usingequationsbelow.
7/8-in.
7-1/2
0.70
0.75
0.79
0.85
0.87
0.91
0.95
1.00
0.70
0.71
0.73
0.75
0.78
0.79
0.81
0.83
0.85
0.87
0.89
0.91
0.95
0.95
1.00
11-1/4
0.70
0.71
0.72
0.74
0.75
0.76
0.78
0.79
0.82
0.82
0.85
0.87
0.92
0.95
1.00
3-3/4
0.60
0.67
0.72
0.80
0.83
0.88
0.93
1.00
7-1/2
0.60
0.61
0.64
0.67
0.70
0.72
0.75
0.77
0.80
0.83
0.85
0.88
0.93
0.93
1.00
Edgedistanceshear
(II to or away
from edge)
(⊥ toward edge)
11-1/4
0.60
0.61
0.63
0.65
0.67
0.68
0.70
0.72
0.75
0.76
0.80
0.83
0.90
0.93
1.00
3-3/4
0.18
0.27
0.34
0.45
0.49
0.56
0.63
0.72
0.77
0.85
0.92
1.00
7-1/2
0.18
0.20
0.23
0.27
0.32
0.34
0.38
0.41
0.45
0.49
0.52
0.56
0.63
0.63
0.72
0.77
0.92
1.00
ƒRV2
11-1/4
0.18
0.20
0.22
0.25
0.27
0.29
0.32
0.34
0.39
0.39
0.45
0.49
0.58
0.63
0.72
0.77
0.87
1.00
3-3/4
Spacing tension/shear
smin = 0.5 hef
scr = 1.5 hef
ƒA = 0.3 (s/hef) + 0.55
for scr>s>smin
7-1/2 11-1/4
0.46
0.52
0.57
0.64
0.66
0.71
0.76
0.82
0.86
0.90
0.95
1.00
0.46
0.47
0.50
0.52
0.55
0.57
0.59
0.62
0.64
0.66
0.69
0.71
0.76
0.76
0.82
0.86
0.95
1.00
Edgedistancetension
cmin = 0.5 hef
ccr = 1.5 hef
ƒRN = 0.4(c/hef) + 0.40
for ccr>c>cmin
0.46
0.47
0.49
0.50
0.52
0.54
0.55
0.57
0.60
0.60
0.64
0.66
0.73
0.76
0.82
0.86
0.92
1.00
Edgedistanceshear
⊥ toward edge
cmin = 0.5 hef
ccr = 2.0 hef
ƒRV1 = 0.54(c/hef) – 0.09
for ccr>c>cmin
Edgedistanceshear
II to or away from edge
cmin = 0.5 hef
ccr = 2.0 hef
ƒRV2 = 0.36(c/hef) + 0.28
for ccr>c>cmin
Table 22 - Load adjustment factors for 1-in. and 1-1/4-in. diameter anchors
Diameter
Adjustment
factor
1-in.
1-1/4-in.
Spacing
Edgedistance
Edgedistance
shear
ƒA
ƒRN
ƒRV1
tension/shear
tension
(⊥ toward edge)
Edgedistance
shear
(II to or away
from edge)
Spacing (s)/Edgedistance(c),in.
2-1/16
3
3-1/2
4-1/8
5
5-1/2
6
6-3/16
7-1/2
8-1/4
9
9-1/2
10
10-1/2
12
12-3/8
14
16-1/2
18
18-9/16
20
22-1/2
24
24-3/4
26
28
30
0.70
0.77
0.80
0.85
0.91
0.95
0.99
1.00
0.70
0.73
0.75
0.77
0.78
0.82
0.85
0.88
0.90
0.91
0.93
0.99
1.00
0.60
0.69
0.74
0.80
0.88
0.93
0.98
0.70 1.00
0.73
0.75
0.77
0.78
0.79
0.80
0.84
0.85
0.89
0.95
0.99
1.00
0.18
0.30
0.37
0.60
0.45
0.64
0.56
0.67
0.63
0.69
0.70
0.70 0.60 0.72
0.76 0.64 0.89
0.80 0.67 1.00
0.84 0.69
0.86 0.71
0.88 0.72
0.91 0.74
0.98 0.79
1.00 0.80
0.85
0.93
0.98
1.00
0.46
0.54
0.59
0.18
0.64
0.24
0.72
0.27
0.76
0.30
0.80
0.32 0.18 0.82
0.40 0.24 0.93
0.45 0.27 1.00
0.50 0.30
0.53 0.32
0.56 0.35
0.60 0.37
0.70 0.43
0.72 0.45
0.83 0.52
1.00 0.63
0.70
0.72
0.78
0.89
0.96
1.00
0.46
0.50
0.52
0.54
0.55
0.61
0.64
0.67
0.69
0.72
0.74
0.80
0.82
0.89
1.00
0.46
0.50
0.52
0.54
0.56
0.57
0.59
0.63
0.64
0.69
0.76
0.80
0.82
0.86
0.93
0.98
1.00
Edgedistance
ƒA
ƒRN
ƒRV1
tension/shear
ƒRV2
Embedment 4-1/8 8-1/4 12-3/8 4-1/8 8-1/4 12-3/8 4-1/8 8-1/4 12-3/8 4-1/8 8-1/4 12-3/8
depth, in.
Spacing
Edgedistance
shear
6
0.70
0.73
0.76
0.80
0.83
0.85
0.86
0.93
0.96
1.00
12
15
tension
6
0.60
0.63
0.68
0.73
0.77
0.70
0.80
0.70
0.81
0.74 0.70 0.90
0.76 0.72 0.95
0.78 0.73 1.00
0.79 0.74
0.80 0.75
0.81 0.76
0.85 0.79
0.86 0.80
0.90 0.83
0.96 0.88
1.00 0.91
0.92
0.95
1.00
12
0.60
0.61
0.65
0.68
0.70
0.72
0.73
0.75
0.80
0.81
0.87
0.95
1.00
15
0.60
0.62
0.64
0.65
0.67
0.68
0.72
0.73
0.77
0.84
0.88
0.90
0.93
1.00
Edgedistance
shear
(II to or away
from edge)
(⊥ toward edge)
6
0.18
0.23
0.28
0.36
0.41
0.45
0.47
0.59
0.65
0.72
0.77
0.81
0.86
1.00
12
0.18
0.19
0.25
0.28
0.32
0.34
0.36
0.38
0.45
0.47
0.54
0.65
0.72
0.75
0.81
0.92
1.00
15
0.18
0.21
0.23
0.25
0.27
0.29
0.34
0.36
0.41
0.50
0.56
0.58
0.63
0.72
0.77
0.80
0.85
0.92
1.00
ƒRV2
6
0.46
0.49
0.53
0.58
0.61
0.64
0.65
0.73
0.78
0.82
0.85
0.88
0.91
1.00
12
0.46
0.47
0.51
0.53
0.55
0.57
0.58
0.60
0.64
0.65
0.70
0.78
0.82
0.84
0.88
0.96
1.00
15
0.46
0.48
0.50
0.51
0.52
0.53
0.57
0.58
0.62
0.68
0.71
0.73
0.76
0.82
0.86
0.87
0.90
0.95
1.00
212 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2016
Adhesive Anchoring Systems
HIT-ICE Adhesive Anchoring System 3.2.5
Figure 5 - Influence of temperature on bond strength1,2
Table 23 - Open gel time1,2
% of load at 70°F
Allowable bond strength
Basematerialtemperature
HIT-ICE
°F
°C
–10
–23
0
–18
1.5 h
23
–5
40 min
32
0
26 min
41
5
11 min
68
20
4 min
86
30
1.5 min
1.5 h
Table 24 - Full cure time1,2
Basematerialtemperature
Basematerialtemperature°F
1 Test procedure involves the concrete being held at the elevated
temperature for 24 hours them removing it from the controlled
environment and testing to failure.
2 LongtermcreeptestinaccordancewithICC-ESAcceptance
Criteria AC58.
HIT-ICE
°F
°C
–10
–23
36 h
0
–18
24 h
23
–5
6h
32
0
4h
41
5
2h
68
20
1h
86
30
30 min
1 Product temperatures must be maintained above
0°F (–18°C) prior to installation.
2 Gel times and full cure times are approximate.
3.2.5.4 Installation instructions
Installation Instructions For Use (IFU) are included with each product package. They can also be viewed or downloaded online
atwww.us.hilti.com(US)andwww.hilti.ca(Canada).Becauseofthepossibilityofchanges,alwaysverifythatdownloadedIFU
arecurrentwhenused.Properinstallationiscriticaltoachievefullperformance.Trainingisavailableonrequest.ContactHilti
Technical Services for applications and conditions not addressed in the IFU.
3.2.5
HIT-ICE Volume
Table 25 - Threaded rod installation
Nominal
anchor
diameter
in.
Drillbit
diameter
in.
Adhesive volume
required
per Inch of
embedment in 3
1/4
5/16
0.055
3/8
7/16
0.095
1/2
9/16
0.133
5/8
11/16
0.184
3/4
13/16
0.232
7/8
24mm
0.272
1
1-1/16
0.366
1-1/4
1-1/2
0.918
Example:
AHIT-ICEcartridgecontainsauseable
volume of 18 in3. So, for a 5/8-in. diameter
rod with an embedment of 10 inches:
Table 26 - Rebar installation1
Table 27 - CA rebar installation
Rebar
size
Nominal bit1
diameter
in.
Adhesive
volume
required
per Inch of
embedment
in 3
#3
1/2
0.110
#4
5/8
0.146
#5
3/4
0.176
#6
7/8
0.218
#7
1
0.252
#8
1-1/8
0.299
#9
1-3/8
0.601
#10
1-1/2
0.659
#11
1-3/4
1.037
c
Bar
Diameter
DrillBit1
Diameter
Adhesive volume
required
per Inch of
embedment (in. 3)
10M
14 mm
0.101
15M
3/4”
0.176
20M
24 mm
0.268
25M
1-1/8”
0.309
30M
37 mm
0.644
35M
1-9/16”
0.480
1 Rebar diameter may vary. Use smallest drill bit
which will accommodate rebar.
10 in. x 0.184 in3 /in. =1.84 in3/fastening
18 in3/cartridge ÷ 1.84 in3/fastening = 10
fastenings/cartridge
Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2016 213
Adhesive Anchoring Systems
3.2.5 HIT-ICE Adhesive Anchoring System
3.2.5.5 Ordering Information1
Description
Contents
HIT-ICECartridge10oz(297ml)
24 Cartridges, 24 Mixers
Description
Notes
MD1000Dispenser
ForusewithHIT-ICEcartridges
Description
Notes
HIT-M2MixerforHIT-ICEonly
ForusewithHIT-ICEcartridges
HIT-ICECartridge
Qty/Pkg
1
Qty/Pkg
1
MD1000
Dispenser
HIT-ICEMixer
HIT Filler Tube
Fororderinginformationonanchorrodsandinserts,dispensers,holecleaningequipmentandotheraccessories,seesection3.2.9.
HIT-ICEMixer
HIT-ICECartridge
HIT-ICEDispenser
214 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2016