Hilti HIT-ICE User manual

Hilti, Inc.
7250 Dallas Parkway, Suite 1000
Plano, TX 75024
1-800-879-8000
www.hilti.com
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 HNATechnicalServ[email protected]
CA: 1-800-363-4458, ext. 6 or CATechnicalService[email protected]

Adhesive Anchoring Systems
HIT-ICE Adhesive Anchoring System 3.2.5
3.2.5
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
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-ICEcartridge
LEED®Credit 4.1-Low Emitting
Materials
TheLeadershipinEnergyand
EnvironmentalDesign(LEED®) Green
BuildingRatingsystemTM is the nationally
accepted benchmark for the design,
construction and operation of high
performance green buildings.
HIT-ICEconsistsofanepoxyacrylate
and hardener. It is formulated for fast
curing and installation in a wide range
of solid base material temperatures.
Designedforcolderenvironmental
installations,HIT-ICEadhesiveisa
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-ICEisspecificallydesignedfor
fastening into solid base materials
such as concrete or grout-filled block.
Product features of HIT-ICE
• Smalledgedistanceandanchor
spacing allowance
• Mixingtubeprovidesproper
mixing and accurate dispensing
of mixed resin
• Containsnostyreneandvirtually
odorless
• Curesquicklyoveralargerangeof
base material temperatures
• Excellentweatheringresistanceand
resistance to high temperatures
• Highloadcapacities
Guide specifications
Master format section:
Previous 2004 Format
03250 03 16 00 Concrete
anchors
Related Sections:
03200 03 20 00 Concrete
reinforcing
05050 05 50 00 Metal
fabrications
05120 05 10 00 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
keepcomponentAandcomponentB
separate. Containers shall be designed
to accept static mixing nozzle which
thoroughly blends component A and
componentBandallowsinjection
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.Injectionadhesiveshallbe
HIT-ICE,asfurnishedbyHilti.
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:
1.ISO898Class5.8;2. ASTM A193,
GradeB7highstrengthcarbonsteel
anchor;3. AISI 304 or AISI 316 stainless
steel,meetingtherequirementsof
ASTM F593 condition CW.
Special order length HAS Rods may
vary from standard product.
Nuts and washers shall be furnished
tomeettherequirementsoftheabove
anchor rod specifications.
3.2.5.1 Product description
3.2.5.2 Material specifications
Table 1 - Material properties of cured HIT-ICE adhesive
Compressive strength 72 MPa 10,440 psi
Tensile strength 12 MPa 1,740 psi
WaterabsorptionDIN53495 2.4%
ElectricalresistanceDIN/VDE0303T3 2x1011 OHM/cm 5.1x1011 OHM/in.
For material specifications for anchor rods and inserts, please refer to section 3.2.9.

Adhesive Anchoring Systems
3.2.5 HIT-ICE Adhesive Anchoring System
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
Table 2 - HAS/HIT-V Rod installation specications installed with HIT-ICE adhesive system
Setting
information Symbol Units Nominal anchor diameter
3/8 1/2 5/8 3/4 7/8 1 1-1/4
Nominal bit diameter doin. 7/16 9/16 11/16 13/16 15/16 1-1/16 1-1/2
Standard effective
embedment hef,std
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)
Installationtorque
Embedment≥hef,std
Tinst
ft-lb 18 30 75 150 175 235 400
(Nm) (24) (41) (102) (203) (237) (319) (540)
Installationtorque
Embedment<hef,std
Tinst
ft-lb 15 20 50 105 125 165 280
(Nm) (20) (27) (68) (142) (169) (224) (375)
Minimum base
material thickness
hef = hnom
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)
hef≠hnom
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 Symbol Units Thread size
3/8-16 UNC 1/2-13 UNC 5/8-11 UNC 3/4-10 UNC
Outside diameter of insert d
in. 0.65 0.81 1.00 1.09
Nominal bit diameter d
o
in. 11/16 7/8 1-1/8 1-1/4
Effectiveembedment h
ef
in.
4-3/8 5 6-3/4 8-1/8
(mm)
(110) (125) (170) (205)
Thread engagement minimum h
s
in.
3/8 1/2 5/8 3/4
maximum
in.
15/16 1-3/16 1-1/2 1-7/8
Installationtorque T
inst
ft-lb
15 30 60 100
(Nm)
(20) (40) (81) (136)
Minimum concrete thickness h
min
in.
5.9 6.7 9.1 10.6
(mm)
(150) (170) (230) (270)
Table 4 - Rebar installation specications with HIT-ICE adhesive system
Setting
information Symbol Units Rebar size
No. 3 No. 4 No. 5 No. 6 No. 7 No. 8 No. 9 No. 10 No. 11
Nominal bit diameter1doin. 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 c
adhesive anchor system
Rebar size 10M 15M 20M 25M 30M 35M
do Drillbitdiameter1,2 14 mm 3/4" 24mm 1-1/8" 37mm 1-9/16"
1 Rebar diameters may vary. Use smallest drill bit which will accommodate rebar.
2 Hilti matched tolerance carbide tipped drill bits

Adhesive Anchoring Systems
HIT-ICE Adhesive Anchoring System 3.2.5
3.2.5
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
Table 6 - HIT-ICE allowable and ultimate bond/concrete capacity for HIT-V/HAS rods in normal-weight concrete1,2
Nominal
anchor
diameter
in.
Effective
embedment
in. (mm)
HIT-ICE
allowable bond/concrete capacity
HIT-ICE
ultimate bond/concrete capacity
Tensile Shear Tensile Shear
ƒ'c = 2,000 psi
(13.8 MPa)
lb (kN)
ƒ'c = 4,000 psi
(27.6 MPa)
lb (kN)
ƒ'c = 2,000 psi
(13.8 MPa)
lb (kN)
ƒ'c = 4,000 psi
(27.6 MPa)
lb (kN)
ƒ'c = 2,000 psi
(13.8 MPa)
lb (kN)
ƒ'c = 4,000 psi
(27.6 MPa)
lb (kN)
ƒ'c = 2,000 psi
(13.8 MPa)
lb (kN)
ƒ'c = 4,000 psi
(27.6 MPa)
lb (kN)
3/8
1-3/4 720 1,265 1,395 1,970 2,710 4,750 4,175 5,900
(44) (3.2) (5.6) (6.2) (8.8) (12.1) (21.1) (18.6) (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)
1/2
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)
5/8
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)
3/4
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)
7/8
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)
1
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)
1-1/4
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)
1Influence 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,stdaverageultimateconcreteshearcapacitybasedonStrengthDesignmethod.Forhef < hef,std average ultimate concrete shear
values based on testing.

Adhesive Anchoring Systems
3.2.5 HIT-ICE Adhesive Anchoring System
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
Table 7 - Allowable steel strength for Hilti HIT-V and HAS threaded rods1
Nominal
anchor
diameter
in.
HIT-V
ASTM A307 Grade A2
HAS-E
ISO 898 Class 5.82
HAS-EB7
ASTM A193 GradeB7
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)
3/8 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)
1/2 3,885 2,000 4,695 2,420 8,095 4,170 8,095 4,170
(17.3) (8.9) (20.9) (10.8) (36.0) (18.5) (36.0) (18.5)
5/8 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)
3/4 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)
7/8 - - 14,385 7,410 24,805 12,780 24,805 12,780
- - (64.0) (33.0) (110.3) (56.8) (110.3) (56.8)
115,550 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)
1-1/4 - - 29,360 15,125 50,620 26,080 50,620 26,080
- - (130.6) (67.3) (225.2) (116.0) (225.2) (116.0)
1 SteelstrengthasdefinedinAISCManualofSteelConstruction(ASD):
Tensile = 0.33 x Fux Nominal Area
Shear = 0.17 x Fux Nominal Area
2 HIT-VandHAS-Ethreadedrodsareconsideredbrittlesteelelements.HIT-Vdoesnotcomplywithpercentelongationrequirementsof
ASTMA307GradeAsteel.HAS-Edoesnotcomplywith%elongationrequirementsofISO898-1.
Table 8 - Ultimate steel strength for Hilti HIT-V and HAS threaded rods1
Nominal
anchor
diameter
in.
HIT-V
ASTM A307 Grade A2
HAS-E
ISO 898 Class 5.82
HAS-EB7
ASTM A193 GradeB7
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)
3/8 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)
1/2 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)
5/8 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)
3/4 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)
7/8 - - - 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)
122,715 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)
1-1/4 - - - 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 SteelstrengthasdefinedinAISCManualofSteelConstruction2ndEd.(LRFD):
Yield = Fyx Tensile stress Area
Tensile = 0.75 x Fux Nominal Area
Shear = 0.45 x Fux Nominal Area
2 HIT-VandHAS-Ethreadedrodsareconsideredbrittlesteelelements.HIT-VdoesnotcomplywithpercentelongationrequirementsofASTM
A307GradeAsteel.HAS-Edoesnotcomplywith%elongationrequirementsofISO898-1.

Adhesive Anchoring Systems
HIT-ICE Adhesive Anchoring System 3.2.5
3.2.5
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 205
Table 9 - HIT-ICE allowable bond or concrete capacity and steel strength for HIS-N and HIS-RN inserts1
Thread
size.
Effective
embedment
in. (mm)
HIT-ICEallowable
bond/concrete capacity Allowable bolt strength2
Tensile
lb (kN)
Shear
lb (kN)
ASTM A325
carbon steel
ASTM F593
stainless steel
Tensile1
lb (kN)
Shear1
lb (kN)
Tensile1
lb (kN)
Shear1
lb (kN)
3/8-16 UNC 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)
1/2-13 UNC 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)
5/8-11 UNC 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)
3/4-10 UNC 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
Thread
size.
Effective
embedment
in. (mm)
HIT-ICEultimate
bond/concrete capacity2Ultimate bolt strength2
Tensile
lb (kN)
Shear
lb (kN)
ASTM A325
carbon steel
ASTM F593
stainless steel
Tensile1
lb (kN)
Shear1
lb (kN)
Tensile1
lb (kN)
Shear1
lb (kN)
3/8-16 UNC 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)
1/2-13 UNC 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)
5/8-11 UNC 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)
3/4-10 UNC 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)
1 Use lower value of either bond, concrete capacity or steel strength. Minimum concrete compressive strength ƒ'cis 2,000 psi.
2Steel 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 Ultimate load values
Tension = 0.33 x Fux Anom Tension = 0.75 x Fux Anom
Shear = 0.17 x Fux Anom Shear = 0.45 x Fux Anom

Adhesive Anchoring Systems
3.2.5 HIT-ICE Adhesive Anchoring System
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Table 11 - HIT-ICE allowable and ultimate bond/concrete capacity for HAS/HIT-V rods installed in 3,000 psi structural
sand-lightweight concrete
Nominal anchor
diameter
in.
Effective
embedment
in. (mm)
Allowable bond/concrete capacity1
lb (kN)
Ultimate bond/concrete capacity
lb (kN)
Tensile Shear Tensile Shear
3/8
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)
1/2
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)
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
diameter
in.
Effective
embedment
in. (mm)
edge distance Tension Shear lb (kN)
in. (mm) lb (kN) Load II to edge Load ⊥to edge
1/2 4-1/4
(108)
1-3/4 (45) 1,280 (5.3) 1,445 (6.4) 400 (1.8)
2-3/4 (70) 1,800 (8.1) 2,100 (9.5) 845 (3.8)
5/8 5
(127)
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
diameter
in.
Effective
embedment
in. (mm)
Edgedistance Tension Shear lb (kN)
in. (mm) lb (kN) Load II to edge Load ⊥to edge
1/2 4-1/4
(108)
1-3/4 (45) 1,120 (5.0) 1,425 (6.3) 560 (2.5)
2-3/4 (70) 1,440 (6.4) 2,085 (9.3) 1,110 (4.9)
5/8 5
(127)
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.

Adhesive Anchoring Systems
HIT-ICE Adhesive Anchoring System 3.2.5
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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)
Distancefrom
edge Tension5,6 Shear lb (kN)5,6
in. (mm) lb (kN)
HAS-E
ISO 898 Class 5.5
HAS-EB7
ASTMA193GradeB7
HAS-R
AISI 304 / 316
3/8 3-1/2
(89)
4 (102) 1,550 (6.9) 1360 (6.0) 2020 (9.0) 1875 (8.3)
≥12 (305)
1/2 4-1/4
(108)
4 (102) 1,785 (7.9) 2,020 (9.0) 2,020 (9.0) 2,020 (9.0)
≥12 (305) 2,420 (10.8) 4,170 (18.5) 3,335 (14.8)
5/8 5
(127)
4 (102) 2,265 (10.1) 2,020 (9.0) 2,020 (9.0) 2,020 (9.0)
≥12 (305) 3,780 (16.8) 5,625 (25.0) 5,215 (23.2)
3/4 6-5/8
(168)
4 (102) 3,740 (16.6) 2,020 (9.0) 2,020 (9.0) 2,020 (9.0)
≥12 (305) 5,445 (24.2) 5,625 (25.0) 5,625 (25.0)
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
Figure 3 - Anchor spacing and edge distance
Table 15 - HIT-ICE ultimate loads for threaded rods in grout-filled concrete masonry units1, 2, 3, 4
Nominal
anchor
diameter
in.
Effective
embedment
in. (mm)
Distance
from edge Tension lb (kN)5,6 Shear lb (kN)5,6
in. (mm)
HAS-E
ISO 898
Class 5.5
HAS-EB7
ASTM A193
GradeB7
HAS-R
AISI 304 / 316
HAS-E
ISO 898
Class 5.5
HAS-EB7
ASTM A193
GradeB7
HAS-R
AISI 304 / 316
3/8 3-1/2
(90)
4 (102) 6,005 (26.7) 6,200 (27.6) 6,200 (27.6) 3,605 (16.0) 6,210 (27.6) 4,970 (22.1)
≥12 (305)
1/2 4-1/4
(108)
4 (102) 7,140 (31.8) 7,140 (31.8) 7,140 (31.8) 6,405 (28.5) 8,075 (35.9) 8,075 (35.9)
≥12 (305) 11,040 (49.1) 8,835 (39.3)
5/8 5
(127)
4 (102) 9,060 (40.3) 9,060 (40.3) 9,060 (40.3) 8,075 (35.9) 8,075 (35.9) 8,075 (35.9)
≥12 (305) 10,010 (44.2) 17,260 (76.8) 13,805 (61.4)
3/4 6-5/8
(168)
4 (102) 14,970 (66.6) 14,970 (66.6) 14,970 (66.6) 8,075 (35.9) 8,075 (35.9) 8,075 (35.9)
≥12 (305) 14,415 (64.1) 22,500 (100.1) 16,800 (75.2)
1 Valuesareforlightweight,medium-weightornormal-weightconcretemasonryunitsconformingtoASTMC90with2,000psigroutconformingtoASTMC476.
2 Embedmentdepthismeasuredfromtheoutsidefaceoftheconcretemasonryunit.
3 Valuesareforanchorslocatedinthegroutedcell,headjoint,bedjoint,T-joint,crossweboranycombinationoftheabove.
4 Valuesforedgedistancesbetween4inchesand12inchescanbecalculatedbylinearinterpolation.
5 Loads are based on the lesser of bond strength, steel strength or base material strength.
6Steel values in accordance with AISC
Allowable load values Ultimate load values
Tension = 0.33 x Fux Anom Tension = 0.75 x Fux Anom
Shear = 0.17 x Fux Anom Shear = 0.45 x Fux Anom

Adhesive Anchoring Systems
3.2.5 HIT-ICE Adhesive Anchoring System
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Table 16 - HIT-ICE ultimate bond capacity and steel strength for rebar in concrete
Rebar
size
Effective
embedment
in. (mm)
Concrete compressive strength
Grade 60 rebar
ƒ'c = 2,000 psi (13.8 MPa) ƒ'c = 4,000 psi (27.6 MPa)
Ultimate
bond
strength
lb (kN)
Embed.at
ultimate load
= to yield
strength1
in. (mm)
Embed.at
ultimate load
= to tensile
strength1
in. (mm)
Ultimate
bond
strength
lb (kN)
Embed.at
ultimate load
= to yield
strength1
in. (mm)
Embed.at
ultimate load
= to tensile
strength1
in. (mm)
Yield
strength
lb (kN)
Tensile
strength
lb (kN)
#3
1-1/2 2,500
3-3/4
(95.3)
5-1/2
(139.7)
3,800
2-3/4
(69.9)
4-1/4
(108.0)
6,600
(29.4)
9,900
(44.0)
(38) (11.1) (16.9)
3-1/2 6,300 8,200
(89) (28.0) (36.5)
7 12,600 16,500
(178) (56.0) (73.4)
#4
2 4,200
5-1/2
(139.7)
8
(203.2)
6,000
4-1/4
(108.0)
6-1/4
(158.8)
12,000
(53.4)
18,000
(80.1)
(51) (18.7) (26.7)
4 9,000 11,800
(102) (40.0) (52.5)
8 18,000 23,600
(203) (80.1) (105.0)
#5
2-1/2 5,600
7
(177.8)
10-1/4
(260.4)
6,900
5-1/4
(133.4)
8
(203.2)
18,600
(82.7)
27,900
(124.1)
(64) (24.9) (30.7)
5 13,500 17,700
(127) (60.1) (78.7)
10 27,000 35,300
(254) (120.1) (157.0)
#6
3-1/2 10,200
8-1/2
(215.9)
12-3/4
(323.9)
12,800
6-1/2
(165.1)
9-3/4
(247.7)
26,400
(117.4)
39,600
(176.2)
(90) (45.4) (56.9)
7 22,100 28,900
(178) (98.3) (128.6)
14 44,200 57,700
(356) (196.6) (256.7)
#7
3-3/4 10,700
10
(254.0)
15
(381)
15,800
7-3/4
(196.9)
11-1/2
(292.1)
36,000
(160.1)
54,000
(240.2)
(95) (47.6) (70.3)
7-1/2 27,100 35,300
(190) (120.6) (157.0)
15 54,200 70,700
(380) (241.1) (314.5)
#8
4 14,100
11-3/4
(298.5)
17-1/2
(444.5)
18,100
9
(228.6)
13-1/2
(342.9)
47,450
(211.1)
71,100
(316.3)
(102) (62.7) (80.5)
8 32,500 42,400
(204) (144.6) (188.6)
16 65,000 84,800
(408) (289.1) (377.2)
#9
5 16,700
12-3/4
(323.9)
19
(482.6)
21,800
10
(254.0)
15-3/4
(400.1)
60,000
(266.9)
90,000
(400.4)
(127) (74.3) (97.0)
10 47,400 61,800
(254) (210.9) (274.9)
18 85,300 111,300
(457) (379.4) (495.1)
#10
6 23,300
15-1/2
(393.7)
23
(584.2)
32,400
12
(304.8)
17-3/4
(450.9)
76,200
(339.0)
114,300
(508.5)
(152) (103.6) (144.1)
12 59,600 77,700
(304) (265.1) (345.6)
20 99,300 129,600
(508) (441.7) (576.5)
#11
7 32,000
17-1/4
(438.2)
26
(660.4)
41,300
13-1/2
(342.9)
20
(508.0)
93,600
(416.4)
140,400
(624.6)
(178) (142.3) (183.7)
14 75,800 99,000
(356) (337.2) (440.4)
20 108,400 141,400
(508) (482.2) (629.0)
1 Basedoncomparisonofaverageultimateadhesivebondtestvaluesversusminimumyieldandultimatetensilestrengthofrebarwithno
considerationofspacingoredgedistance;formoreinformation,contactHilti.

Adhesive Anchoring Systems
HIT-ICE Adhesive Anchoring System 3.2.5
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Table 17 - HIT-ICE bond capacity and steel strength for CA rebar in concrete1,2 c
Rebar
Size
HIT-ICETensileBondStrength2,3,4
Strength Properties
of Metric Rebar 2,3
Embedment
Depth
(mm)
ƒ'c= 14 MPa ƒ'c= 28 MPa ƒy= 400 MPa
Ultimate
Bond
(kN)
Allowable
Bond
(kN)
Ultimate
Bond
(kN)
Allowable
Bond
(kN)
Yield
Strength
(kN)
Tensile
Strength
(kN)
10M
40 11.1 2.8 16.9 4.2
90 28.0 7.0 36.5 9.1 40 60
180 56.0 14.0 73.4 18.3
15M
65 24.9 6.2 30.7 7.7
130 60.1 15.0 78.7 19.7 80 120
250 120 30.0 157 39.2
20M
90 45.4 11.3 56.9 14.2
180 98.3 24.6 129 32.2 120 180
355 197 49.2 257 64.2
25M
100 62.7 15.7 80.5 20.1
200 145 36.2 189 47.2 200 300
405 289 72.2 377 94.2
30M
125 74.3 18.6 97.0 24.2
250 211 52.8 275 68.8 280 420
455 379 94.8 495 124
35M
180 142 35.5 184 46.0
355 337 84.2 440 110 400 600
510 482 120 629 157
1 Use lesser value of bond strength or rebar’s steel strength for tensile capacity.
2 Foranchoringspacingandedgedistanceguidelines,pleaserefertothefollowingpagesofthisHIT-ICEInjectionAdhesiveAnchorsection.

Adhesive Anchoring Systems
3.2.5 HIT-ICE Adhesive Anchoring System
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Anchor spacing adjustment factors
s = Actual spacing
smin = 0.5 hef
scr = 1.5 hef
hef = Actual embedment
Edge distance adjustment factors
c = Actual edge distance
cmin = 0.5 hef
ccr = 1.5 hef Tension
= 2.0 hef for Shear
hef = Actual embedment
Table 18 - Load adjustment factors for 3/8-in. diameter anchors
Diameter 3/8-in.
Adjustment
factor
Spacing
tension/shear
ƒA
 Edgedistance
tension
ƒRN
Edgedistanceshear
(⊥toward edge)
ƒRV1
Edgedistanceshear
(II to or away
from edge)
ƒRV2
Embedment
depth, in. 1-3/4 3-1/2 5-1/4 1-3/4 3-1/2 5-1/4 1-3/4 3-1/2 5-1/4 1-3/4 3-1/2 5-1/4
Spacing (s)/Edgedistance(c),in.
7/8 0.70 0.60 0.18 0.46
1-1/4 0.76 0.69 0.30 0.54
1-3/4 0.85 0.70 0.80 0.60 0.45 0.18 0.64 0.46
2 0.89 0.72 0.86 0.63 0.53 0.22 0.69 0.49
2-5/8 1.00 0.78 0.70 1.00 0.70 0.60 0.72 0.32 0.18 0.82 0.55 0.46
3 0.81 0.72 0.74 0.63 0.84 0.37 0.22 0.90 0.59 0.49
3-1/2 0.85 0.75 0.80 0.67 1.00 0.45 0.27 1.00 0.64 0.52
4 0.89 0.78 0.86 0.70 0.53 0.32 0.69 0.55
4-1/2 0.94 0.81 0.91 0.74 0.60 0.37 0.74 0.59
5-1/4 1.00 0.85 1.00 0.80 0.72 0.45 0.82 0.64
6-1/2 0.92 0.90 0.91 0.58 0.95 0.73
7 0.95 0.93 1.00 0.63 1.00 0.76
7-7/8 1.00 1.00 0.72 0.82
9 0.84 0.90
10-1/2 1.00 1.00
Spacing tension/shear
smin = 0.5 hef scr = 1.5 hef
ƒA= 0.3(s/hef) + 0.55
for scr>s>smin
Edgedistancetension
cmin = 0.5 hef ccr = 1.5 hef
ƒRN = 0.4(c/hef) + 0.40
for ccr>c>cmin
Edgedistanceshear
⊥toward edge
cmin = 0.5 hef ccr = 2.0 hef
ƒRV1 = 0.54(c/hef) – 0.09
for ccr>c>cmin
Edgedistanceshear
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
Figure 4 - Anchor spacing and edge distance in concrete
Note: Tables apply for listed
embedment depths. Reduction
factors for other embedment
depths must be calculated
usingequationsbelow.

Adhesive Anchoring Systems
HIT-ICE Adhesive Anchoring System 3.2.5
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Table 20 - Load adjustment factors for 5/8-in. and 3/4-in. diameter anchors
Diameter 5/8-in. 3/4-in.
Adjustment
factor
Spacing
tension/shear
ƒA
 Edgedistance
tension
ƒRN
Edgedistance
shear
(⊥toward edge)
ƒRV1
Edgedistance
shear
(II to or away
from edge)
ƒRV2
Spacing
tension/shear
ƒA
 Edgedistance
tension
ƒRN
Edgedistance
shear
(⊥toward edge)
ƒRV1
Edgedistance
shear
(II to or away
from edge)
ƒRV2
Embedment
depth, in. 2-1/2 5 7-1/2 2-1/2 5 7-1/2 2-1/2 5 7-1/2 2-1/2 5 7-1/2 3-3/8 6-5/8 10 3-3/8 6-5/8 10 3-3/8 6-5/8 10 3-3/8 6-5/8 10
Spacing(s)/Edgedistance(c),in.
1-1/4 0.70 0.60 0.18 0.46
1-11/16 0.75 0.67 0.27 0.52 0.70 0.60 0.18 0.46
2 0.79 0.72 0.34 0.57 0.73 0.64 0.23 0.49
2-1/2 0.85 0.70 0.80 0.60 0.45 0.18 0.64 0.46 0.77 0.70 0.31 0.55
3 0.91 0.73 0.88 0.64 0.56 0.23 0.71 0.50 0.82 0.76 0.39 0.60
3-5/16 0.95 0.75 0.93 0.67 0.63 0.27 0.76 0.52 0.84 0.70 0.79 0.60 0.44 0.18 0.63 0.46
3-3/4 1.00 0.78 0.70 1.00 0.70 0.60 0.72 0.32 0.18 0.82 0.55 0.46 0.88 0.72 0.84 0.63 0.51 0.22 0.68 0.48
4 0.79 0.71 0.72 0.61 0.77 0.34 0.20 0.86 0.57 0.47 0.91 0.73 0.87 0.64 0.55 0.24 0.71 0.50
4-1/2 0.82 0.73 0.76 0.64 0.88 0.40 0.23 0.93 0.60 0.50 0.95 0.75 0.93 0.67 0.63 0.28 0.76 0.52
5 0.85 0.75 0.80 0.67 1.00 0.45 0.27 1.00 0.64 0.52 0.99 0.78 0.70 0.99 0.70 0.60 0.71 0.32 0.18 0.81 0.55 0.46
5-1/16 0.85 0.75 0.81 0.67 0.46 0.27 0.64 0.52 1.00 0.78 0.70 1.00 0.71 0.60 0.72 0.32 0.18 0.82 0.56 0.46
5-1/2 0.88 0.77 0.84 0.69 0.50 0.31 0.68 0.54 0.80 0.72 0.73 0.62 0.79 0.36 0.21 0.87 0.58 0.48
6 0.91 0.79 0.88 0.72 0.56 0.34 0.71 0.57 0.82 0.73 0.76 0.64 0.87 0.40 0.23 0.92 0.61 0.50
6-3/4 0.96 0.82 0.94 0.76 0.64 0.40 0.77 0.60 0.86 0.75 0.81 0.67 1.00 0.46 0.27 1.00 0.65 0.52
7-1/2 1.00 0.85 1.00 0.80 0.72 0.45 0.82 0.64 0.89 0.78 0.85 0.70 0.52 0.32 0.69 0.55
8 0.87 0.83 0.77 0.49 0.86 0.66 0.91 0.79 0.88 0.72 0.56 0.34 0.71 0.57
8-1/2 0.89 0.85 0.83 0.52 0.89 0.69 0.93 0.81 0.91 0.74 0.60 0.37 0.74 0.59
9 0.91 0.88 0.88 0.56 0.93 0.71 0.96 0.82 0.94 0.76 0.64 0.40 0.77 0.60
9-15/16 0.95 0.93 0.98 0.63 1.00 0.76 1.00 0.85 1.00 0.80 0.72 0.45 0.82 0.64
10 0.95 0.93 1.00 0.63 0.76 0.85 0.80 0.73 0.45 0.82 0.64
11-1/4 1.00 1.00 0.72 0.82 0.89 0.85 0.83 0.52 0.89 0.69
12 0.77 0.86 0.91 0.88 0.89 0.56 0.93 0.71
13-1/4 0.86 0.92 0.95 0.93 1.00 0.63 1.00 0.76
14 0.92 0.95 0.97 0.96 0.67 0.78
15 1.00 1.00 1.00 1.00 0.72 0.82
16 0.77 0.86
18 0.88 0.93
20 1.00 1.00
Table 19 - Load adjustment factors for 1/2-in. diameter anchors
Diameter 1/2-in.
Adjustment
factor
Spacing
tension/shear
ƒA
 Edgedistance
tension
ƒRN
Edgedistanceshear
(⊥toward edge)
ƒRV1
Edgedistanceshear
(II to or away
from edge)
ƒRV2
Embedment
depth, in.
2-1/8 4-1/4 6-3/8 2-1/8 4-1/4 6-3/8 2-1/8 4-1/4 6-3/8 2-1/8 4-1/4 6-3/8
Spacing (s)/Edgedistance(c),in.
1-1/16 0.70 0.60 0.18 0.46
1-1/2 0.76 0.68 0.29 0.53
2 0.83 0.78 0.42 0.62
2-1/8 0.85 0.70 0.80 0.60 0.45 0.18 0.64 0.46
2-3/4 0.94 0.74 0.92 0.66 0.61 0.26 0.75 0.51
3 0.97 0.76 0.96 0.68 0.67 0.29 0.79 0.53
3-3/16 1.00 0.78 0.70 1.00 0.70 0.60 0.72 0.32 0.18 0.82 0.55 0.46
4 0.83 0.74 0.78 0.65 0.93 0.42 0.25 0.96 0.62 0.51
4-1/4 0.85 0.75 0.80 0.67 1.00 0.45 0.27 1.00 0.64 0.52
5 0.90 0.79 0.87 0.71 0.55 0.33 0.70 0.56
6 0.97 0.83 0.96 0.78 0.67 0.42 0.79 0.62
6-3/8 1.00 0.85 1.00 0.80 0.72 0.45 0.82 0.64
7 0.88 0.84 0.80 0.50 0.87 0.68
7-1/2 0.90 0.87 0.86 0.55 0.92 0.70
8-1/2 0.95 0.93 1.00 0.63 1.00 0.76
9 0.97 0.96 0.67 0.79
9-9/16 1.00 1.00 0.72 0.82
10 0.76 0.84
11 0.84 0.90
12-3/4 1.00 1.00
Note: Tables apply for listed
embedment depths. Reduction
factors for other embedment
depths must be calculated
usingequationsbelow.
Spacing tension/shear
smin = 0.5 hef scr = 1.5 hef
ƒA= 0.3(s/hef) + 0.55
for scr>s>smin
Edgedistancetension
cmin = 0.5 hef ccr = 1.5 hef
ƒRN = 0.4(c/hef) + 0.40
for ccr>c>cmin
Edgedistanceshear
⊥toward edge
cmin = 0.5 hef ccr = 2.0 hef
ƒRV1 = 0.54(c/hef) – 0.09
for ccr>c>cmin
Edgedistanceshear
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

Adhesive Anchoring Systems
3.2.5 HIT-ICE Adhesive Anchoring System
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
Table 21 - Load adjustment factors for 7/8-in. diameter anchors
Diameter 7/8-in.
Adjustment
factor
Spacing
tension/shear
ƒA
 Edgedistance
tension
ƒRN
Edgedistanceshear
(⊥toward edge)
ƒRV1
Edgedistanceshear
(II to or away
from edge)
ƒRV2
Embedment
depth, in. 3-3/4 7-1/2 11-1/4 3-3/4 7-1/2 11-1/4 3-3/4 7-1/2 11-1/4 3-3/4 7-1/2 11-1/4
Spacing (s)/Edgedistance(c),in.
1-7/8 0.70 0.60 0.18 0.46
2-1/2 0.75 0.67 0.27 0.52
3 0.79 0.72 0.34 0.57
3-3/4 0.85 0.70 0.80 0.60 0.45 0.18 0.64 0.46
4 0.87 0.71 0.83 0.61 0.49 0.20 0.66 0.47
4-1/2 0.91 0.73 0.88 0.64 0.56 0.23 0.71 0.50
5 0.95 0.75 0.93 0.67 0.63 0.27 0.76 0.52
5-5/8 1.00 0.78 0.70 1.00 0.70 0.60 0.72 0.32 0.18 0.82 0.55 0.46
6 0.79 0.71 0.72 0.61 0.77 0.34 0.20 0.86 0.57 0.47
6-1/2 0.81 0.72 0.75 0.63 0.85 0.38 0.22 0.90 0.59 0.49
7 0.83 0.74 0.77 0.65 0.92 0.41 0.25 0.95 0.62 0.50
7-1/2 0.85 0.75 0.80 0.67 1.00 0.45 0.27 1.00 0.64 0.52
8 0.87 0.76 0.83 0.68 0.49 0.29 0.66 0.54
8-1/2 0.89 0.78 0.85 0.70 0.52 0.32 0.69 0.55
9 0.91 0.79 0.88 0.72 0.56 0.34 0.71 0.57
9-15/16 0.95 0.82 0.93 0.75 0.63 0.39 0.76 0.60
10 0.95 0.82 0.93 0.76 0.63 0.39 0.76 0.60
11-1/4 1.00 0.85 1.00 0.80 0.72 0.45 0.82 0.64
12 0.87 0.83 0.77 0.49 0.86 0.66
14 0.92 0.90 0.92 0.58 0.95 0.73
15 0.95 0.93 1.00 0.63 1.00 0.76
16-7/8 1.00 1.00 0.72 0.82
18 0.77 0.86
20 0.87 0.92
22-1/2 1.00 1.00
Table 22 - Load adjustment factors for 1-in. and 1-1/4-in. diameter anchors
Diameter 1-in. 1-1/4-in.
Adjustment
factor
Spacing
tension/shear
ƒA
Edgedistance
tension
ƒRN
Edgedistance
shear
(⊥toward edge)
ƒRV1
Edgedistance
shear
(II to or away
from edge)
ƒRV2
Spacing
tension/shear
ƒA
Edgedistance
tension
ƒRN
Edgedistance
shear
(⊥toward edge)
ƒRV1
Edgedistance
shear
(II to or away
from edge)
ƒRV2
Embedment
depth, in. 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 6 12 15 6 12 15 6 12 15 6 12 15
Spacing (s)/Edgedistance(c),in.
2-1/16 0.70 0.60 0.18 0.46
3 0.77 0.69 0.30 0.54 0.70 0.60 0.18 0.46
3-1/2 0.80 0.74 0.37 0.59 0.73 0.63 0.23 0.49
4-1/8 0.85 0.70 0.80 0.60 0.45 0.18 0.64 0.46 0.76 0.68 0.28 0.53
5 0.91 0.73 0.88 0.64 0.56 0.24 0.72 0.50 0.80 0.73 0.36 0.58
5-1/2 0.95 0.75 0.93 0.67 0.63 0.27 0.76 0.52 0.83 0.77 0.41 0.61
6 0.99 0.77 0.98 0.69 0.70 0.30 0.80 0.54 0.85 0.70 0.80 0.60 0.45 0.18 0.64 0.46
6-3/16 1.00 0.78 0.70 1.00 0.70 0.60 0.72 0.32 0.18 0.82 0.55 0.46 0.86 0.70 0.81 0.61 0.47 0.19 0.65 0.47
7-1/2 0.82 0.73 0.76 0.64 0.89 0.40 0.24 0.93 0.61 0.50 0.93 0.74 0.70 0.90 0.65 0.60 0.59 0.25 0.18 0.73 0.51 0.46
8-1/4 0.85 0.75 0.80 0.67 1.00 0.45 0.27 1.00 0.64 0.52 0.96 0.76 0.72 0.95 0.68 0.62 0.65 0.28 0.21 0.78 0.53 0.48
9 0.88 0.77 0.84 0.69 0.50 0.30 0.67 0.54 1.00 0.78 0.73 1.00 0.70 0.64 0.72 0.32 0.23 0.82 0.55 0.50
9-1/2 0.90 0.78 0.86 0.71 0.53 0.32 0.69 0.56 0.79 0.74 0.72 0.65 0.77 0.34 0.25 0.85 0.57 0.51
10 0.91 0.79 0.88 0.72 0.56 0.35 0.72 0.57 0.80 0.75 0.73 0.67 0.81 0.36 0.27 0.88 0.58 0.52
10-1/2 0.93 0.80 0.91 0.74 0.60 0.37 0.74 0.59 0.81 0.76 0.75 0.68 0.86 0.38 0.29 0.91 0.60 0.53
12 0.99 0.84 0.98 0.79 0.70 0.43 0.80 0.63 0.85 0.79 0.80 0.72 1.00 0.45 0.34 1.00 0.64 0.57
12-3/8 1.00 0.85 1.00 0.80 0.72 0.45 0.82 0.64 0.86 0.80 0.81 0.73 0.47 0.36 0.65 0.58
14 0.89 0.85 0.83 0.52 0.89 0.69 0.90 0.83 0.87 0.77 0.54 0.41 0.70 0.62
16-1/2 0.95 0.93 1.00 0.63 1.00 0.76 0.96 0.88 0.95 0.84 0.65 0.50 0.78 0.68
18 0.99 0.98 0.70 0.80 1.00 0.91 1.00 0.88 0.72 0.56 0.82 0.71
18-9/16 1.00 1.00 0.72 0.82 0.92 0.90 0.75 0.58 0.84 0.73
20 0.78 0.86 0.95 0.93 0.81 0.63 0.88 0.76
22-1/2 0.89 0.93 1.00 1.00 0.92 0.72 0.96 0.82
24 0.96 0.98 1.00 0.77 1.00 0.86
24-3/4 1.00 1.00 0.80 0.87
26 0.85 0.90
28 0.92 0.95
30 1.00 1.00
Note: Tables apply for listed
embedment depths. Reduction
factors for other embedment
depths must be calculated
usingequationsbelow.
Spacing tension/shear
smin = 0.5 hef scr = 1.5 hef
ƒA= 0.3(s/hef) + 0.55
for scr>s>smin
Edgedistancetension
cmin = 0.5 hef ccr = 1.5 hef
ƒRN = 0.4(c/hef) + 0.40
for ccr>c>cmin
Edgedistanceshear
⊥toward edge
cmin = 0.5 hef ccr = 2.0 hef
ƒRV1 = 0.54(c/hef) – 0.09
for ccr>c>cmin
Edgedistanceshear
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

Adhesive Anchoring Systems
HIT-ICE Adhesive Anchoring System 3.2.5
3.2.5
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
Table 23 - Open gel time1,2
Basematerialtemperature HIT-ICE
°F °C
–10 –23 1.5 h
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
Table 24 - Full cure time1,2
Basematerialtemperature HIT-ICE
°F °C
–10 –23 36 h
0 –18 24 h
23 –5 6 h
32 0 4 h
41 5 2 h
68 20 1 h
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.
Basematerialtemperature°F
Allowable bond strength
% of load at 70°F
Figure 5 - Inuence of temperature on bond strength1,2
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 LongtermcreeptestinaccordancewithICC-ESAcceptance
Criteria AC58.
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
atwww.us.hilti.com(US)andwww.hilti.ca(Canada).Becauseofthepossibilityofchanges,alwaysverifythatdownloadedIFU
arecurrentwhenused.Properinstallationiscriticaltoachievefullperformance.Trainingisavailableonrequest.ContactHilti
Technical Services for applications and conditions not addressed in the IFU.
HIT-ICE Volume
Table 25 - Threaded rod installation
Nominal
anchor
diameter
in.
Drillbit
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:
AHIT-ICEcartridgecontainsauseable
volume of 18 in3. So, for a 5/8-in. diameter
rod with an embedment of 10 inches:
10 in. x 0.184 in3/in. =1.84 in3/fastening
18 in3/cartridge ÷ 1.84 in3/fastening = 10
fastenings/cartridge
Table 26 - Rebar installation1
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
1 Rebar diameter may vary. Use smallest drill bit
which will accommodate rebar.
Table 27 - CA rebar installation c
Bar
Diameter
DrillBit1
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

Adhesive Anchoring Systems
3.2.5 HIT-ICE Adhesive Anchoring System
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
HIT-ICEDispenserHIT-ICECartridgeHIT-ICEMixer
3.2.5.5 Ordering Information1
HIT-ICECartridge
HIT Filler Tube
HIT-ICEMixer
MD1000
Dispenser
Description Contents
HIT-ICECartridge10oz(297ml) 24 Cartridges, 24 Mixers
Description Notes Qty/Pkg
HIT-M2MixerforHIT-ICEonly ForusewithHIT-ICEcartridges 1
Description Notes Qty/Pkg
MD1000Dispenser ForusewithHIT-ICEcartridges 1
Fororderinginformationonanchorrodsandinserts,dispensers,holecleaningequipmentandotheraccessories,seesection3.2.9.