Hy-150 Max

Attached are page(s) from the 2008 Hilti North
American Product Technical Guide. For

complete details on this product, including data
development, product specifications, general
suitability, installation, corrosion, and spacing &
edge distance guidelines, please refer to the
Technical Guide, or contact Hilti.
Hilti, Inc.
5400 South 122 n d East Avenue
Tulsa, OK 74146
1-800-879-8000
www.hilti.com
Prod_Tech_Guide_Cover_2008.qxd:MI_Kapitel_5_en.qxd 12/29/07 2:16 PM Page 4
Hilti Product Technical Guide
P R O F I S
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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.ca.hilti.com I Product Technical Guide 2008
Adhesive Anchoring Systems
4.2.4 HIT-HY 150 MAX Adhesive Anchoring System

4.2.4.1 Product Description 4.2.4.1 Product Description
4.2.4.2 Material Specifications
Hilti HIT HY 150 MAX is a hybrid adhesive Product Features of HIT HY 150 MAX
4.2.4.3 Technical Data mortar combining urethane methacrylate • Average 20% higher load
4.2.4.4 Installation Instructions resin, hardener, cement and water. The capacities than HIT HY 150
4.2.4.5 Ordering Information components are kept separate from the • May be used for oversized holes
hardener and water by means of a dual- up to 1/4" larger than rod size
cylinder foil cartridge attached to a • May be used in solid and hollow
manifold. It is formulated for fast curing base materials
and installation in a wide range of solid • Quick cure saves time
and hollow base material temperatures • Complete system available,
from 14°F (-10°C) up to 104°F (40°C). including HAS-E, HIS, HIT-TZ
HY 150 MAX
Foil Pack • Contains no styrene, virtually
The system consists of adhesive
odorless
cartridges, a mixing nozzle, a HIT
• Extended temperature range
Listings/Approvals dispenser and either a threaded rod, rebar,
• Seismic qualified per IBC®/IRC®
ICC-ES (International Code Council) HIS internally threaded inserts or other
ESR-1967 2003, IBC®/IRC® 2003, IBC®/IRC®
fastening element. HIT-HY 150 MAX is 2000 and UBC® 1997 (ICC-ES
City of Los Angeles
(pending) designed for fastenings into solid base AC58). Please refer to ESR-1967
NSF/ANSI Standard 61 materials such as concrete, stone, and
Certification for use of HIT HY 150 MAX grout-filled block and is also suitable for
in potable water
Metro-Dade County fastening into base materials containing
(pending) voids and holes such as hollow block,
lightweight hollow block, brick with holes,
and clay tile (with use of screen tubes).
The Hilti HIT-TZ is an innovative

threaded rod installed with HIT HY 150
MAX hybrid adhesive. With the
Code Compliance combination of HIT HY 150 MAX and
IBC®/IRC® 2003 (ICC-ES AC58) the innovative design of the HIT-TZ rod,
IBC®/IRC® 2000 (ICC-ES AC58)
UBC® 1997 (ICC-ES AC58) anchoring into uncleaned holes, wet
LEED ®: Credit 4.1-Low Emitting holes (including standing water) and/or
Materials Hilti matched tolerance diamond-cored
holes does not adversely affect
tensile capacity.
The Leadership in Energy and

Environmental Design ( LEED® ) Green
Building Rating systemTM is the nation-
ally accepted benchmark for the design,
construction and operation of high per-
formance green buildings.
174 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 Product Technical Guide 2008
HIT-HY 150 MAX Adhesive Anchoring System 4.2.4
Guide Specifications Adhesive: Shall be furnished in Mesh Screen Tube: Shall be formed into
containers which keep component A and a cylindrical shape, with one end closed
Master Format Section:
component B separate. Containers shall to prevent extrusion of adhesive through
03250 (Concrete accessories)
be designed to accept static mixing that end. Screen tube shall be
Related Sections:
nozzle which thoroughly blends manufactured with a mesh size, length
03200 (Concrete Reinforcing)
component A and component B and and diameter as specified by the adhesive
05050 (Metal Fabrication)
allows injection directly into drilled hole. manufacturer. Mesh shall be
05120 (Structural Steel)
Only injection tools and static mixing manufactured from:
Injectable adhesive: Shall be used for nozzles supplied by manufacturer shall 1. Low carbon steel with zinc electro-
installation of all reinforcing steel dowels be used. Manufacturer’s installation plating or
or threaded rods and inserts into new or instructions shall be followed. Injection 2. AISI 304 stainless steel or
existing solid concrete or masonry. For adhesives shall be formulated to include 3. plastic. Anchor rods and screens
hollow base materials an injectable resin and hardener to provide optimal shall be the Hilti HIT system as man-
adhesive shall be used with a cylindrical curing speed as well as high strength and ufactured by Hilti (refer to page 197).
mesh screen tube per the adhesive stiffness. Typical curing time at 68°F shall Nuts and Washers: Shall be furnished to
manufacturer’s specifications. be 30 minutes. Injection adhesive shall be meet the requirements of the above
HIT-HY 150 MAX, as furnished by Hilti. anchor rod specifications.
Anchor Rods: Shall be furnished with
chamfered ends so that either end will
accept a nut and washer. Alternatively,
anchor rods shall be furnished with a 45
degree chisel point on one end to allow
for easy installation into the adhesive-filled
hole. Anchor rods shall be manufactured
to meet the following requirements:
1. ISO 898 Class 5.8;
2. ASTM A 193, Grade B7 (high
strength carbon steel anchor);
3. AISI 304 or AISI 316 stainless steel,
meeting the requirements of ASTM F
593 (condition CW). Special order of
HAS or HIT rods may vary from stan-
dard product.
ED 3500
Battery
Fastener Components Dispenser
MD 2000
Dispenser
HAS Threaded Rod HIS Internally
HIT-RE Mixer HIT-HY 150 MAX HIT Foil
Threaded Inserts
Foil Pack Pack Holder
P 3500
Dispenser
HIT-TZ and HIT-RTZ Rods Rebar
(supplied by contractor)
P 8000
Dispenser
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 Product Technical Guide 2008 175
4.2.4.2 Material Specifications
Material Properties for Cured Adhesive
Compressive Strength ASTM C 579 > 50 MPa >7252 psi
Flexural Strength ASTM C 580 > 20 MPa > 2900 psi

Modulus of Elasticity ASTM C 307 > 3500 MPa > 5.07 x 105 psi
Water Absorption ASTM D 570 < 2% < 2%
Electrical Resistance DIN/VDE 0303T3 ~2x 1011 OHM/cm ~ 5.1 x 1011 OHM/in.
Mechanical Properties
Material f ymin. f u
ksi (MPa) ksi (MPa)

Standard HAS-E rod material meets the requirements of ISO 898 Class 5.8 58 (400) 72.5 (500)
High Strength or ‘Super HAS’ rod material meets the requirements of ASTM A 193, Grade B7 105 (724) 125 (862)
HIS-R Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN EN 10088-3 50.8 (350) 101.5 (700)
HIS & HIT-I Insert 11SMnPb30+C Carbon Steel conforming to DIN 10277-3 54.4 (375) 66.7 (460)
Stainless HAS Rod material meets the requirements of ASTM F 593 (AISI 304/316) Condition CW 3/8" to 5/8" 65 (448) 100 (689)
Stainless HAS Rod material meets the requirements of ASTM F 593 (AISI 304/316) Condition CW 3/4" to 1-1/4" 45 (310) 85 (586)
HIT-A Rod material ASTM A 36, 9SMNPB36K &/or 9SMN36K conforming to DIN 1651. 36 (248) 58 (400)
Mechanical properties meet or exceed values for ASTM A 36
HAS Super & HAS-E Standard Nut material meets the requirements of ASTM A 563, Grade DH
HAS Stainless Steel Nut material meets the requirements of ASTM F 594
HAS & HIT Standard and Stainless Steel Washers meet dimensional requirements of ANSI B18.22.1 Type A Plain
HAS Stainless Steel Washers meet the requirements of AISI 304 or AISI 316 conforming to ASTM A 240
HAS Super & HAS-E Standard Washers meet the requirements of ASTM F 436
All HAS Super Rods (except 7/8”), HIT & HAS-E Standard, HIS inserts, Nuts & Washers are zinc plated to ASTM B 633 SC 1
7/8” HAS Super Rods hot-dip galvanized in accordance with ASTM A 153
HIT and HAS-E Nut material meets dimensional requirements of ASTM A 563, Grade A
Note: Special Order threaded rods may vary from standard materials.
4.2.4.3 Technical Data

HIT-HY 150 MAX Installation Specification Table for HAS Rods
HAS Rod Size in. 3/8 1/2 5/8 3/4 7/8 1 1-1/4
dbit Tmax
Details (mm) (9.5) (12.7) (15.9) (19.1) (22.2) (25.4) (31.8)
hef t
dbit bit diameter1 in. 7/16 9/16 3/4 7/8 1 1-1/8 1-3/8
ᐉ
hef = hnom in. 3-3/8 4-1/2 5-5/8 6-3/4 7-7/8 9 11-1/4 h
standard embedment2 (mm) (86) (114) (143) (172) (200) (229) (286)
Tmax All hef > hnom ft lb 18 30 75 150 175 235 400
max. Hilti (Nm) (24) (41) (102) (203) (237) (319) (540)
tightening Threaded hef < hnom ft lb 15 20 50 105 125 165 280
torque Rods (Nm) (20) (27) (68) (142) (169) (224) (375)
h hef = hnom in. 5-3/8 6-1/2 7-5/8 8-3/4 9-7/8 11-1/4 14-1/4
minimum (mm) (136) (165) (195) (222) (250) (286) (362)
base material 1.0 hef+ 1.0 hef+ 1.0 hef+ 1.0 hef+ 1.0 hef+ 1.0 hef+ 1.0 hef+
thickness3 hef = hnom in. 2 2 2 2 2 2-1/4 3
(mm) (51) (51) (51) (51) (51) (57) (76)
1 Use Hilti matched tolerance carbide tipped drill bits.
2 Data available for varying embedment depths, see load tables.
3 Minimum base material thickness given to avoid back side blowout during drilling process. Ability of base material to
withstand loads applied (e.g. bending of concrete slab) should be determined by design engineer.

HIT-HY 150 MAX Installation Specification Table for HIT-TZ Rods
dc
HIT-TZ Rod in. 3/8 1/2 5/8 3/4
Details (mm) (9.5) (12.7) (15.9) (19.1) do Tinst
dbit bit diameter in. 7/16 9/16 11/16 13/16
hnom standard depth in. 2-7/8 3-1/2 4 5-1/4
of embedment1 (mm) (73) (89) (102) (133) hnom tfix
h
l length of anchor in. 4-1/2 5-11/16 7-1/16 10-1/2
(mm) (114.3) (144.5) (179.4) (267)
Tmax max. tightening ft lb 18 30 75 150
torque (Nm) (24) (40) (100) (200)
h min. base material in. 3-3/4 5-1/4 6 7-7/8
thickness (mm) (95) (133) (152) (200)
hfix max. thickness in. 1 1-1/2 2-1/4 2-1/4
fastened (mm) (25.4) (38.1) (57.2) (57.2)
1 For uncleaned holes in floor applications, add 3/8” (10 mm) to drilled hole depth.
HIT-HY 150 MAX Installation Specification Table for HIS Inserts
HIS Insert in. 3/8 1/2 5/8 3/4

Details (mm) (9.5) (12.7) (15.9) (19.1) dbit Tmax
dbit bit diameter in. 11/16 7/8 1-1/8 1-1/4
hnom standard depth in. 4 1/4 5 6-5/8 8-1/4
hnom
ef
of embedment (mm) (110) (127) (168) (210)
h
ᐉ th usable thread in. 1 1-3/16 1-1/2 2
length (mm) (25) (30) (38) (51)
Tmax max. tightening ft lb 18 35 80 160
torque (Nm) (24) (47) (108) (217)
h min. base material in. 6-3/8 7-1/2 10 12-3/8
thickness (mm) (162) (191) (254) (314)
Recommended Hilti TE 6, 16, TE 16, 25, TE 46, 56, 76
Rotary Hammer Drill 25, 35 35, 46
HIT-HY 150 MAX Installation Specification Table for Rebar in Concrete
Rebar Size: No. 3 No. 4 No. 5 No. 6 No. 7 No. 8 No. 9 No. 10
Details
dbit bit diameter1, 2 in. 1/2 5/8 3/4 7/8 1 1-1/8 1-3/8 1-1/2
1 Rebar diameters may vary. Use smallest drill bit which will accommodate rebar.
HIT-HY 150 MAX Installation Specification Table for Metric Rebar in Concrete (Canada Only)
Rebar Size: 10M 15M 20M 25M 30M 35M

Details
dbit 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.
Combined Shear and Tension Loading

5/3 5/3
( ) ( ) Nd
N rec
+
Vd
Vrec
< 1.0 (Ref. Section 4.1.8.3)

HIT-HY 150 MAX Installation Specification for HIT-A Rods in Hollow Block, Tile & Brick with Holes
Anchor Size Tile Hollow and Lightweight Block Brick w/Holes, Clay Tile
in. 1/4 x 2-1/2 5/16 x 2-1/2 3/8 x 3 1/2 x 3-1/8 5/16 x 4 3/8 x 4-3/8 1/2 x 4-1/2
Details (mm) (6.4 x 64) (7.9 x 64) (9.5 x 75) (12.7 x 80) (7.9 x 100) (9.5 x 110) (12.7 x 115)
dbit bit diameter in. 1/2 5/8 5/8 5/8 5/8 5/8 5/8
h1 min. depth in. 2-3/81 2-3/81 2-3/81 2-3/81 3-3/4 3-3/4 3-3/4
of hole (mm) (60) (60) (60) (60) (95) (95) (95)
hmin min. base material in. 3-1/2 3-1/2 3-1/2 3-1/2 5 5 5
thickness (mm) (89) (89) (89) (89) (127) (127) (127)
required screen tube HIT S - 12A HIT S - 16/2 HIT S - 16
t max. thickness in. 1/4 1/4 5/8 3/4 5/8 3/4 3/4
fastened (mm) (6) (6) (16) (19) (16) (19) (19)
Tmax max. tightening ft-lb Finger 3 5 7 3 5 7
torque (Nm) Tight (4) (7) (9) (4) (7) (9)
1 Bore hole should be through face of base material.
HIT-HY 150 MAX Installation Specification for HIT-I Inserts in Hollow Block, Tile & Brick with Holes
Anchor Size Tile Hollow and Lightweight Block Brick w/Holes, Clay Tile
in. 5/16 x 2 3/8 x 2 1/2 x 2 5/16 x 3-3/16 3/8 x 3-3/16 1/2 x 3-3/16
(mm) #14 Screw
Details (7.9 x 50) (9.5 x 50) (12.7 x 50) (7.9 x 80) (9.5 x 80) (12.7 x 80)
dbit bit diameter in. 1/2 5/8 27/32 27/32 5/8 27/32 27/32
h1 min. depth in. 2-3/81 2-3/81 2-3/81 2-3/81 3-3/4 3-3/4 3-3/4
of hole (mm) (60) (60) (60) (60) (95) (95) (95)
hmin min. base material in. 3-1/2 3-1/2 3-1/2 3-1/2 5 5 5
thickness (mm) (89) (89) (89) (89) (127) (127) (127)
required screen tube HIT S - 12I HIT S - 16/2 HIT S - 22/2 HIT S - 16/2 HIT S - 22/2
hs max. usable in. min 1-1/4 - 1-1/2 min 1/2 – 1-1/2 min 1/2 – 3
thread length (mm) (min 30-40) (min 12-35) (min 12-75)
Tmax max. tightening ft-lb Finger 3 5 7 3 5 7
torque (Nm) Tight (4) (7) (9) (4) (7) (9)
1 Bore hole should be through face of base material.

HIT-HY 150 MAX Allowable and Ultimate Bond/Concrete Capacity for HAS Rods in Normal Weight Concrete 1, 2, 3
HIT-HY 150 MAX Allowable Bond/Concrete Capacity HIT-HY 150 MAX Ultimate Bond/Concrete Capacity
Tensile Shear Tensile Shear
Anchor Embedment f’c = 2000 psi f’c = 4000 psi f’c = 2000 psi f’c = 4000 psi f’c = 2000 psi f’c = 4000 psi f’c = 2000 psi f’c = 4000 psi
Diameter Depth
(13.8 MPa) (27.6 MPa) (13.8 MPa) (27.6 MPa) (13.8 MPa) (27.6 MPa) (13.8 MPa) (27.6 MPa)
in (mm) in (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN)
1 3/4 725 1155 1675 2360 2900 4620 5020 7080

(44) (3.2) (5.1) (7.5) (10.5) (12.9) (20.6) (12.3) (31.5)
3/8 3 3/8 2110 3055 3155 4460 8440 12220 9460 13380
(9.5) (86) (9.4) (13.6) (14.0) (19.8) (37.5) (54.4) (42.1) (59.5)
4 1/2 2150 3055 4855 6860 8600 12220 14560 20580
(114) (9.6) (13.6) (21.6) (30.5) (38.3) (54.4) (64.8) (91.5)
2 1/4 1385 2090 2750 3890 5540 8360 8240 11660
(57) (6.2) (9.3) (12.2) (17.3) (24.6) (37.2) (6.7) (51.9)
1/2 4 1/2 4000 4980 5610 7935 16000 19920 16820 23800
(12.7) (114) (17.8) (22.2) (25.0) (35.3) (71.2) (88.6) (74.8) (105.9)
6 4705 4980 8635 12210 18820 19920 25900 36620
(152) (20.9) (22.2) (38.4) (54.3) (83.7) (88.6) (115.2) (162.9)
2 7/8 1940 2730 4095 5790 7760 10920 12280 17360
(73) (8.6) (12.1) (18.2) (25.8) (34.5) (48.6) (54.6) (77.2)
5/8 5 5/8 5955 8410 8760 12395 23820 33640 26280 37180
(15.9) (143) (16.5) (37.4) (39.0) (55.1) (106.0) (149.6) (116.9) (165.4)
7 1/2 7320 8410 13495 19080 29280 33640 40480 57240
(190) (32.6) (37.4) (60.0) (84.9) (130.2) (149.6) (180.1) (254.6)
3 3/8 2625 4295 6110 8635 10500 17180 18320 25900
(86) (11.7) (19.1) (27.2) (38.4) (46.7) (76.4) (81.5) (115.2)
3/4 6 3/4 6460 9985 12615 17840 25840 39940 37840 53520
(19.1) (172) (28.7) (44.4) (56.1) (79.4) (114.9) (177.7) (168.3) (238.1)
9 11175 11175 19430 27470 44700 44700 58280 82400
(229) (49.7) (49.7) (86.4) (122.2) (198.8) (198.8) (259.2) (366.5)
4 3375 5300 7670 10840 13500 21200 23000 32520
(101) (15.0) (23.6 (34.1) (48.2) (60.1) (94.3) (102.3) (144.7)
7/8 7 7/8 9910 14815 17175 24290 39640 59260 51520 72860
(22.2) (200) (44.1) (65.9) (76.4) (108.0) (176.3) (263.6) (229.2) (324.1)
10 1/2 14385 15345 26440 37390 57540 61380 79320 112160
(267) (64.0) (68.3) (117.6) (166.3) (255.9) (273.0) (352.8) (498.9)
4 1/2 5210 6570 9990 14120 20840 26280 29960 42360
(114) (23.2) (29.2) (44.4) (62.8) (92.7) (116.9) (133.3) (188.4)
1 9 11595 17475 22435 31720 46380 69900 67300 95160
(25.4) (229) (51.6) (77.7) (99.8) (141.1) (206.3) (310.9) (299.4) (423.3)
12 17340 18685 34535 48830 69360 74740 103600 146480
(305) (77.1) (83.1) (153.6) (217.2) (308.5) (332.5) (460.8) (651.6)
5 5/8 6985 9935 13180 18640 27940 39740 39540 55920
(143) (31.1) (44.2) (58.6) (82.9) (124.3) (176.8) (175.9) (248.7)
1 1/4 11 1/4 18345 30085 35050 49570 73380 120340 105140 148700
(31.8) (286) (81.6) (133.8) (155.9) (220.5) (326.4) (535.3) (467.7) (661.4)
15 25575 30085 53960 76300 102300 120340 161880 228900
(381) (113.8) (133.8) (240.0) (339.4) (455.1) (535.3) (720.1) (1018.2)
1 Influence factors for spacing and edge distance 2 For hef > hnom average ultimate concrete shear 3 All values based on holes drilled with carbide
are applied to concrete/bond values above, and capacity based on Concrete Capacity Design bit and cleaned with compressed air and
then compared to the steel value. The lesser of (CCD) method. For hef < hnom average ultimate wire brush per manufacturer’s instructions.
the values is to be used for the design. concrete shear values based on testing.

Allowable Steel Strength for HAS Rods, HIT-TZ (ASTM A 510) and HIT-RTZ Rods1
HAS-E Standard HAS Super HAS SS HIT-TZ (ASTM A 510)

Anchor ISO 898 Class 5.8 ASTM A 193 B7 AISI 304/316 SS & HIT-RTZ Rods
Diameter Tensile Shear Tensile Shear Tensile Shear Tensile Shear
in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN)
3/8 2640 1360 4555 2345 3645 1875 3170 1635
(9.5) (11.7) (6.0) (20.3) (10.4) (16.2) (8.3) (14.1) (7.3)
1/2 4700 2420 8100 4170 6480 3335 5636 2900
(12.7) (20.9) (10.8) (36.0) (18.5) (28.8) (14.8) (25.1) (12.9)
5/8 7340 3780 12655 6520 10125 5215 8805 4535
(15.9) (32.6) (16.8) (56.3) (29.0) (45.0) (23.2) (39.2) (20.2)
3/4 10570 5445 18225 9390 12390 6385 12685 6535
(19.1) (47.0) (24.2) (81.1) (41.8) (55.1) (28.4) (56.4) (29.1)
7/8 14385 7410 24805 12780 16865 8690 - -
(22.2) (64.0) (33.0) (110.3) (56.9) (75.0) (38.7) - -
1 18790 9680 32400 16690 22030 11350 - -
(25.4) (83.6) (43.1) (144.1) (74.2) (98.0) (50.5) - -
1-1/4 29360 15125 50620 26080 34425 17735 - -
(31.8) (130.6) (67.3) (225.2) (116.0) (153.1) (78.9) - -
1 Steel strength as defined in AISC Manual of Steel Construction (ASD):
Tensile = 0.33 x Fu x Nominal Area

Shear = 0.17 x Fu x Nominal Area
Ultimate Steel Strength for HAS Rods, HIT-TZ (ASTM A 510) and HIT-RTZ Rods1
HAS-E Standard HAS Super HAS SS HIT-TZ (ASTM A 510)

Anchor ISO 898 Class 5.8 ASTM A 193 B7 AISI 304/316 SS & HIT-RTZ Rods
Diameter Yield Tensile Shear Yield Tensile Shear Yield Tensile Shear Yield Tensile Shear
in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN)
3/8 4495 6005 3605 8135 10350 6210 5035 8280 4970 5690 7210 4325
(9.5) (20.0) (26.7) (16.0) (36.2) (46.0) (27.6) (22.4) (36.8) (22.1) (25.3) (32.1) (19.2)
1/2 8230 10675 6405 14900 18405 11040 9225 14720 8835 10105 12810 7685
(12.7) (36.6) (47.5) (28.5) (66.3) (81.9) (49.1) (41.0) (65.5) (39.3) (44.9) (57.0) (34.2)
5/8 13110 16680 10010 23730 28760 17260 14690 23010 13805 15795 20020 12010
(15.9) (58.3) (75.1) (44.5) (105.6) (127.9) (76.8) (65.3) (102.4) (61.4) (70.3) (89.1) (53.4)
3/4 19400 24020 14415 35120 41420 24850 15050 28165 16800 22750 28825 17295
(19.1) (86.3) (106.8) (64.1) (156.2) (184.2) (110.5) (66.9) (125.3) (74.7) (101.2) (128.2) (76.9)
7/8 26780 32695 19620 48480 56370 33825 20775 38335 23000 - - -
(22.2) (119.1) (145.4) (87.3) (215.6) (250.7) (150.5) (92.3) (170.5) (102.3) - - -
1 35130 42705 25625 63600 73630 44180 27255 50070 30040 - - -
(25.4) (156.3) (190.0) (114.0) (282.9) (327.5) (196.5) (121.2) (222.7) (133.6) - - -
1-1/4 56210 66730 40035 101755 115050 69030 43610 78235 46940 - - -
(31.8) (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 = Fy x Tensile Stress Area

Tensile = 0.75 x Fu x Nominal Area
Shear = 0.45 x Fu x Nominal Area

HIT-HY 150 MAX Allowable and Ultimate Bond/Concrete Capacity for
HIT-TZ and HIT-RTZ Rods in Normal Weight Concrete1
HIT-HY 150 MAX Allowable Bond/Concrete Capacity HIT-HY 150 MAX Ultimate Bond/Concrete Capacity
Tensile Shear Tensile Shear
Anchor Embedment f’c= 2000 psi f’c= 4000 psi f’c= 2000 psi f’c= 4000 psi f’c= 2000 psi f’c= 4000 psi f’c= 2000 psi f’c= 4000 psi
Diameter Depth (13.8 MPa) (27.6 MPa) (13.8 MPa) (27.6 MPa) (13.8 MPa) (27.6 MPa) (13.8 MPa) (27.6 MPa)
in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN)
3/8 2-7/8 1800 2255 1710 2415 7200 9020 6840 9660
(9.5) (73) (8.0) (10.0) (7.6) (10.7) (32.0) (40.1) (30.4) (43.0)
1/2 3-1/2 2720 3020 2600 3680 10880 12080 10400 14720
(12.7) (89) (12.1) (13.4) (11.6) (16.4) (48.4) (53.7) (46.3) (65.5)
5/8 4 3850 5750 3490 4935 15400 23000 13960 19740
(15.9) (102) (17.1) (25.6) (15.5) (22.0) (68.5) (102.3) (62.1) (87.8)
3/4 5-1/4 5405 7275 5850 8275 21620 29100 23400 33100
(19.1) (133) (24.0) (32.4) (26.0) (36.8) (96.2) (129.4) (104.1) (147.2)
1 Influence factors for spacing and 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.
HIT-HY 150 MAX Allowable Bond/Concrete Capacity and Steel Strength

for HIS Carbon Steel and HIS-R Stainless Steel Internally Threaded Inserts
HIT-HY 150 MAX Allowable Allowable Bolt Strength1,2
Bond/Concrete Capacity
Tensile Shear ASTM A 325 ASTM F 593
Anchor Embedment f’c >
_ 2000 psi f’c >
_ 2000 psi Carbon Steel Stainless Steel
Diameter Depth (13.8 MPa) (13.8 MPa) Tensile Shear Tensile Shear
in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN)
3/8 4-1/4 2875 1605 4370 2250 3645 1875
(9.5) (108) (12.8) (7.1) (19.4) (10.0) (16.2) (8.3)
1/2 5 4890 3040 7775 4005 6480 3335
(12.7) (127) (21.8) (13.5) (34.6) (17.8) (28.8) (14.8)
5/8 6-5/8 7430 4575 12150 6260 10125 5215
(15.9) (168) (33.1) (20.4) (54.0) (27.8) (45.0) (23.2)
3/4 8-1/4 9920 6305 17495 9010 12395 6385
(19.1) (210) (44.1) (28.0) (77.8) (40.1) (55.1) (28.4)
HIT-HY 150 MAX Ultimate Bond/Concrete Capacity and Steel Strength

for HIS Carbon Steel and HIS-R Stainless Steel Internally Threaded Inserts
HIT-HY 150 MAX Ultimate Ultimate Bolt Strength1,2
Bond/Concrete Capacity2
Tensile Shear ASTM A 325 ASTM F 593
Anchor Embedment f’c >
_ 2000 psi f’c >
_ 2000 psi Carbon Steel Stainless Steel
Diameter Depth (13.8 MPa) (13.8 MPa) Tensile Shear Tensile Shear
in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN)
3/8 4-1/4 11495 6425 9935 5960 8280 4970
(9.5) (108) (51.1) (28.6) (44.2) (26.5) (36.8) (22.1)
1/2 5 19570 12170 17665 10600 14720 8835
(12.7) (127) (87.1) (54.1) (78.6) (47.2) (65.5) (39.3)
5/8 6-5/8 29720 18310 27610 16565 23010 13805
(15.9) (168) (132.2) (81.4) (122.8) (73.7) (102.4) (61.4)
3/4 8-1/4 39675 25215 39760 23855 28165 16900
(19.1) (210) (176.5) (112.2) (176.9) (106.1) (125.3) (75.2)
1 Steel values in accordance with AISC Ultimate Load Values Allowable Load Values
ASTM A 325 bolts: Fy = 92 ksi , Fu = 120 ksi Tension = 0.75 x Fu x Anom Tension = 0.33 x Fu x Anom
ASTM F 593 (AISI 304/316): Fy = 65 ksi, Fu = 100 ksi for 3/8" thru 5/8"
Shear = 0.45 x Fu x Anom Shear = 0.17 x Fu x Anom
Fy = 45 ksi, Fu = 85 ksi for 3/4"
2 Use lower value of either bond/concrete capacity or steel strength.

HIT-HY 150 MAX Allowable and Ultimate Bond/Concrete Capacity for HAS Rods installed in
Lightweight Concrete >
_ 3000 psi (20.7 MPa) 1, 2
Anchor Embedment Allowable Bond/Concrete Capacity Ultimate Bond/Concrete Capacity

Diameter Depth lb (kN) lb (kN)
in. (mm) in. (mm) Tensile Shear Tensile Shear
1-3/4 855 1510 3420 6040
3/8 (44) (3.8) (6.7) (15.2) (26.9)
(9.5) 3-3/8 2210 1590 8840 6360
(86) (9.8) (7.1) (39.3) (28.3)
2-1/4 1515 2405 6060 9620
1/2 (57) (6.7) (10.7) (27.1) (42.8)
(12.7) 4-1/2 3815 2440 15260 9760
(114) (17.0) (10.9) (67.9) (43.4)
2-7/8 2110 4755 8440 19020
5/8 (73) (9.4) (21.2) (37.5) (84.6)
(15.9) 5-5/8 4655 4755 18620 19020
(143) (20.7) (21.2) (82.8) (84.6)
3-3/8 2560 6160 10240 24640
3/4 (86) (1.4) (27.4) (45.5) (109.6)
(19.1) 6-3/4 6765 6160 27060 24640
(172) (30.1) (27.4) (120.4) (109.6)
1 Influence factors for spacing and edge distance are applied to concrete/bond values above, and then compared to the allowable steel value. The lesser of these
values is to be used for design.
2 All values based on holes drilled with carbide tipped bit and cleaned with a wire brush.
HIT-HY 150 MAX Allowable Bond/Concrete Capacity for Sill Plate Applications
Allowable Loads for Attachment of Sill Plates to f’c= 2000 psi Normal Weight Concrete with HIT-HY 150 MAX
Anchor Embedment Edge Shear lb (kN)

Diameter Depth Distance Tension
in. (mm) in. (mm) in. (mm) lb (kN) Load II to Edge Load to Edge
1-3/4 (44.5) 1790 (8.0) 1555 (6.9) 555 (2.5)
1/2 (12.7) 4-1/2 (114)
2-3/4 (69.9) 2240 (10.0) 1815 (8.1) 940 (4.2)
1-3/4 (44.5) 2275 (10.1) 2550 (11.3) 555 (2.5)
5-5/8 (143)
2-3/4 (69.9) 2525 (11.2) 2670 (11.9) 940 (4.2)
5/8 (15.9)
1-3/4 (44.5) 4410 (19.6) 2550 (11.3) 855 (3.8)
10 (254)
2-3/4 (69.9) 5045 (22.4) 2670 (11.9) 975 (4.3)
1-3/4 (44.5) 2660 (11.8) 2620 (11.7) 910 (4.0)
3/4 (19.1) 6-3/4 (172)
2-3/4 (69.9) 3150 (14.0) 3375 (15.0) 1105 (4.9)
1-3/4 (44.5) 3420 (15.2) 3980 (17.7) 1070 (4.8)
7-7/8 (200)
2-3/4 (69.9) 4320 (19.2) 4320 (19.2) 1300 (5.8)
7/8 (22.2)
1-3/4 (44.5) 7980 (35.5) 3980 (17.7) 1070 (4.8)
15 (381)
2-3/4 (69.9) 8085 (36.0) 4320 (19.2) 1300 (5.8)
Allowable Loads for Attachment of Sill Plates to Top of Grout Filled Block Wall with HIT-HY 150 MAX1
Anchor Embedment Edge Shear lb (kN)
Diameter Depth Distance Tension
in. (mm) in. (mm) in. (mm) lb (kN) Load II to Edge Load to Edge
1/2 (12.7) 4-1/2 (114) 1-3/4 (44.5) 1095 (6.1) 815 (4.5) 295 (2.5)
5/8 (15.9) 5-5/8 (143) 1-3/4 (44.5) 1240 (6.9) 965 (5.4) 400 (2.2)
1 Loads are based on concrete or masonry failure. Steel strength must be checked separately. Values based on safety factor of 4.0.

HIT-HY 150 MAX Allowable Loads for Threaded Rods in
Grout-Filled Concrete Masonry Units (ASTM C 90 Block) 1, 2, 3, 4
Anchor Embedment Distance

Diameter Depth from Edge Tension5 Shear5
in. (mm) in. (mm) in. (mm) lb (kN) lb (kN)
4 (101.6) 1100 (4.9) 1419 (6.3)
3/8 (9.5) 3-3/8 (86)
>
_ 20 (508) 1188 (5.3) 1419 (6.3)
4 (101.6) 1319 (5.9) 2181 (9.7)
1/2 (12.7) 4-1/2 (114)
>
_ 20 (508) 1581 (7.0) 2338 (10.4)
4 (101.6) 1713 (7.6) 2650 (11.8)
5/8 (15.9) 5-5/8 (143)
>
_ 20 (508) 2313 (10.3) 3238 (14.4)
4 (101.6) 1975 (8.8) 2756 (12.3)
3/4 (19.1) 6-3/4 (172)
>
_ 20 (508) 3050 (13.6) 3481 (15.5)
HIT-HY 150 MAX Ultimate Loads for Threaded Rods in

Grout-Filled Concrete Masonry Units (ASTM C 90 Block) 1, 2, 3, 4
Anchor Embedment Distance

Diameter Depth from Edge Tension5 Shear5
in. (mm) in. (mm) in. (mm) lb (kN) lb (kN)
4 (101.6) 4400 (19.6) 5675 (25.2)
3/8 (9.5) 3-3/8 (86)
>
_ 20 (508) 4750 (21.1) 5675 (25.2)
4 (101.6) 5275 (23.5) 8725 (38.8)
1/2 (12.7) 4-1/2 (114)
>
_ 20 (508) 6325 (28.1) 9350 (41.6)
4 (101.6) 6850 (30.5) 10600 (47.2)
5/8 (15.9) 5-5/8 (143)
>
_ 20 (508) 9250 (41.1) 12950 (57.6)
4 (101.6) 7900 (35.1) 11025 (49.0)
3/4 (19.1) 6-3/4 (172)
>
_ 20 (508) 12200 (54.3) 13925 (61.9)
1 Values are for lightweight, medium weight or normal weight concrete masonry units conforming to ASTM C 90 with 1500 psi grout
conforming to ASTM C 476.
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 distance between 4 inches and 20 inches can be calculated by linear interpolation.
5 Loads are based on the lesser of bond strength, steel strength or base material strength.
Anchor Spacing and Edge Distance Guidelines for Grout-Filled Block
Influence of Anchor Spacing and Edge Distance

Anchor in. 3/8 1/2 5/8 3/4 N
Size (mm) (9.5) (12.7) (15.8) (19.1)
hnom in. 3-3/8 4-1/2 5-5/8 6-3/4
s
(mm) (86) (114) (143) (172) V
hnom = standard embedment depth
c
Edge Distance for Shear and Tension:

Grout Filled, Normal Weight and Lightweight Block
ccr = 20 in. (508 mm) minimum from free edge
cmin = 4 in. (102 mm) minimum from free edge
Anchor Spacing for Shear and Tension:
Grout Filled, Normal Weight and Lightweight Block
scr = smin = One (1) anchor per cell (max), and 8 in. (203mm) (min)

HIT-HY 150 MAX Allowable Loads for Threaded HIT-A Rods in Hollow Concrete Block,
Lightweight Concrete Block, Brick with Holes, Clay Tile 1, 2
HIT-A Short 2" (51mm) Embedment HIT-A Standard 3-3/8" (86mm) Embedment
Anchor
Anchor L/W or N/W Hollow Concrete Block Brick with Holes Clay Tile
Diameter
Type
in. (mm) Tension Shear Tension Shear Tension Shear
lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN)
1/4 3 190 340 365 305 130 100
(6.4) (0.8) (1.5) (1.6) (1.4) (0.6) (0.4)
HIT-A 5/16 275 505 565 530 150 220
Rod (7.9) (1.2) (2.2) (2.5) (2.4) (0.7) (1.0)
Anchor 3/8 395 790 775 930 150 220
(9.5) (1.8) (3.5) (3.4) (4.1) (0.7) (2.2)
1/2 395 1230 775 1375 150 500
(12.7) (1.8) (5.5) (3.4) (6.1) (0.7) (2.2)
1 Based on using a safety factor of 6 for tension and 4 for shear.
2 Due to wide strength variations encountered in masonry, these values should be considered as guide values.
3 1/4" anchor diameter installed at 2" embedment in brick with holes and clay tile.
HIT-HY 150 MAX Allowable Loads for Internally Threaded HIT-I Inserts in Hollow Concrete Block,
Lightweight Concrete Block, Brick with Holes, Clay Tile 1, 2
HIT-I Short 2" (51mm) Embedment HIT-I Standard 3-3/8" (86mm) Embedment
Anchor
Anchor L/W or N/W Hollow Concrete Block Brick with Holes Clay Tile
Diameter
Type
in. (mm) Tension Shear Tension Shear Tension Shear
lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN)
No 14 screw
w/ insert3 180 510 300 530 85 150
(6.4) (0.8) (2.3) (1.3) (2.4) (0.4) (0.7)
HIT-I 5/16 300 780 585 750 175 220
Insert (7.9) (1.3) (3.5) (2.6) (3.3) (0.8) (1.0)
Anchor 3/8 300 1425 1160 1380 185 435
(9.5) (1.3) (6.3) (5.2) (6.1) (0.8) (1.9)
1/2 300 1800 1160 1635 185 500
(12.7) (1.3) (8.0) (5.2) (7.3) (0.8) (2.2)
1 Based on using a safety factor of 6 for tension and 4 for shear.
2 Due to wide strength variations encountered in masonry, these values should be considered as guide values.
3 1/4" anchor diameter installed at 2" embedment in brick with holes and clay tile.
Anchor Spacing and Edge Distance Guidelines

Brick with Holes & Multi-Wythe Brick Walls Clay Tile Hollow, Normal Weight & Lightweight
Concrete Block
Spacing: Spacing:
Spacing:
scr = smin = Two (2) complete bricks scr = smin = One (1) anchor per tile cell
scr = smin = One (1) anchor per block cell
in any direction
Edge Distance:
Edge Distance:
Edge Distance: ccr = cmin = 12" (305 mm) from free edge
ccr = cmin = 12" (305 mm) min. from free edge
ccr = cmin = Two (2) complete bricks (max), and
16" (406 mm) in any direction (min)
(whichever is less.)
Wall Elevation

HIT-HY 150 MAX Ultimate Bond Strength and Steel Strength for Rebar in Concrete
Concrete Compressive Strength
Grade 60 Rebar
f’c = 2000 psi f’c = 4000 psi
Nominal Embed.
Rebar Depth Ultimate Embed. to Ultimate Embed. to
Embed. to Develop Embed. to
Develop Tensile
Size in. (mm) Bond Develop Yield Bond Develop Yield Yield
Strength Tensile Strength Tensile Strength Strength
Strength1 Strength1 Strength1
Strength1 lb (kN)
lb (kN) in. (mm) lb (kN) in. (mm) lb (kN)
in. (mm) in. (mm)
3-3/8 8100 8240
(86) (36.0) 3-3/8 5 (36.7) 3-3/8 4 6600 9900
#3
4-1/2 8700 (86) (127) 11380 86) (102) (29.4) (44.0)
(114) (38.7) (50.6)
4-1/2 13840 14840
(114) (61.6) 4-1/2 5-7/8 (66.0) 4-1/2 5 3/8 12000 18000
#4
6 18800 (114) (149) 20620 (114) (137) (53.4) (80.1)
(152) (83.6) (91.7)
5-5/8 20200 25060
(143) (89.9) 5-5/8 7-3/8 (111.5) 5-5/8 6 3/4 18600 27900
#5
7-1/2 28600 (143) (187) 29900 (143) (172) (82.7) (124.1)
(190) (127.2) (133.0)
6-3/4 27080 27080
(172) (120.5) 6-3/4 10 (120.5) 6-3/4 8 1/2 26400 39600
#6
9 36680 (172) (254) 43820 (172) (216) (117.4) (176.2)
(229) (163.2) (194.9)
7-7/8 36200 40360
(200) (161.0) 7-7/8 11-5/8 (179.5) 7-7/8 10 36000 54000
#7
10-1/2 49940 (200) (295) 57760 (200) (254) (160.1) (240.2)
(267) (222.1) (256.9)
9 45860 58860
(229) (204.0) 9-3/8 13-3/8 (261.8) 9 11 1/2 47450 71100
#8
12 66680 (238) (340) 73800 (229) (292) (211.1) (316.3)
(305) (296.6) (328.3)
10-1/8 54660 68580
(257) (243.1) 10-3/4 15 (305.1) 10-1/8 14 3/8 60000 90000
#9
13-1/2 88000 (273) (381) 88000 (257) (365) (266.9) (400.3)
(343) (391.4) (391.4)
11-1/4 68200 80520
(286) (303.4) 12-1/4 16-7/8 (358.2) 11-1/4 15 76200 114300
#10
15 101720 (311) (429) 115160 (286) (381) (339.0) (508.4)
(381) (452.5) (512.3)
1 Based on comparison of average ultimate adhesive bond test values or ultimate bond stress calculated strength values versus ultimate tensile strength of rebar.
For more information, contact Hilti.

HIT-HY 150 MAX Bond Strength and Steel Strength for Rebar in Concrete 1, 4, 5
Concrete Compressive Strength 2, 3, 4 Strength Properties of Metric Rebar 2, 3
f’c = 14 MPa f’c = 28 MPa fy = 400 MPa
Embedment Ultimate Allowable Ultimate Allowable Yield Tensile

Rebar
Depth Bond Bond Bond Bond Strength Strength
Size
mm kN kN kN kN kN kN
85 36.0 9 36.7 9.2

10M 40 60
115 38.7 9.7 50.6 12.7
145 89.9 22.5 111.5 27.9

15M 80 120
190 127.2 31.8 133 33.3
170 120.5 30.1 120.5 30.1

20M 120 180
230 163.2 40.8 194.9 48.7
230 204.0 51 261.8 65.5

25M 200 300
305 296.6 74.2 328.3 82.1
260 243.1 60.8 305.1 76.3

30M 280 420
345 391.4 97.9 391.4 97.9
1 For anchoring to grout filled block or bond beams, please refer to table for loads in grout filled concrete masonry units for HIT-HY 150 MAX.
2 Use lesser values of bond strength or rebars steel strength for tensile capacity.
3 Actual bond test data developed for imperial-sized rebar. Yield and ultimate rebar strengths are for metric sizes.
4 Test data developed for hammer drilled holes. For diamond cored holes, contact Hilti Engineering.
5 For HIT-HY 150 MAX anchor spacing and edge distance guidelines, please refer to section 4.2.4.

Anchor Spacing and Edge Distance Guidelines in Concrete for HIT-HY 150 MAX
Load Adjustment Factors for 3/8" and 1/2" Diameter Anchors
Anchor
3/8" diameter 1/2" diameter
Diameter
Adjustment Spacing Edge Distance Edge Distance Edge Distance Spacing Edge Distance Edge Distance Edge Distance
Factor Tension/Shear, Tension, Shear, fRV1 Shear, fRV2 Tension/Shear Tension, Shear, fRV1 Shear, fRV2
fA fRN (⊥ toward edge) (II to or away from edge) fA fRN (⊥ toward edge) (II to or away from edge)
Embedment
Depth, in. 1-3/4 3-3/8 4-1/2 1-3/4 3-3/8 4-1/2 1-3/4 3-3/8 4-1/2 1-3/4 3-3/8 4-1/2 2-1/4 4-1/2 6 2-1/4 4-1/2 6 2-1/4 4-1/2 6 2-1/4 4-1/2 6
7/8 0.75 0.60 0.17 0.45
1 0.76 0.63 0.20 0.47
1-1/8 0.78 0.66 0.23 0.49 0.75 0.60 0.17 0.45
1-11/16 0.83 0.75 0.79 0.60 0.36 0.17 0.58 0.45 0.80 0.70 0.27 0.52
2 0.86 0.77 0.86 0.64 0.44 0.22 0.63 0.48 0.82 0.76 0.33 0.56
2-1/4 0.88 0.78 0.75 0.91 0.67 0.60 0.50 0.26 0.17 0.67 0.51 0.45 0.84 0.75 0.80 0.60 0.38 0.17 0.59 0.45
2-1/2 0.91 0.79 0.76 0.97 0.70 0.62 0.56 0.30 0.20 0.70 0.54 0.47 0.86 0.76 0.84 0.62 0.42 0.20 0.62 0.47
2-5/8 0.92 0.80 0.77 1.00 0.71 0.63 0.59 0.32 0.22 0.72 0.55 0.48 0.87 0.77 0.87 0.63 0.45 0.22 0.63 0.48
Spacing (s)/Edge Distance (c), in.
3 0.95 0.82 0.78 0.76 0.67 0.67 0.39 0.26 0.78 0.59 0.51 0.90 0.78 0.75 0.93 0.67 0.60 0.52 0.26 0.17 0.68 0.51 0.45
3-3/8 1.00 0.84 0.79 0.80 0.70 0.76 0.45 0.31 0.84 0.63 0.54 0.92 0.79 0.76 1.00 0.70 0.63 0.59 0.31 0.20 0.72 0.54 0.47
4 0.87 0.82 0.87 0.76 0.91 0.55 0.39 0.94 0.70 0.59 0.97 0.82 0.78 0.76 0.67 0.70 0.39 0.26 0.80 0.59 0.51
4-3/8 0.88 0.83 0.92 0.79 1.00 0.61 0.43 1.00 0.74 0.62 1.00 0.83 0.79 0.79 0.69 0.77 0.43 0.30 0.85 0.62 0.53
5 0.91 0.85 0.99 0.84 0.71 0.51 0.81 0.67 0.85 0.81 0.84 0.73 0.88 0.51 0.35 0.92 0.67 0.57
5-1/16 0.92 0.86 1.00 0.85 0.72 0.52 0.82 0.68 0.86 0.81 0.85 0.74 0.90 0.52 0.36 0.93 0.68 0.58
5-1/4 0.93 0.86 0.87 0.75 0.54 0.84 0.69 0.86 0.81 0.87 0.75 0.93 0.54 0.38 0.95 0.69 0.59
5-5/8 0.95 0.88 0.90 0.82 0.59 0.88 0.72 0.88 0.82 0.90 0.78 1.00 0.59 0.41 1.00 0.72 0.61
6 0.96 0.89 0.93 0.88 0.63 0.92 0.76 0.89 0.84 0.93 0.80 0.63 0.45 0.76 0.63
6-3/4 1.00 0.92 1.00 1.00 0.72 1.00 0.82 0.92 0.86 1.00 0.85 0.72 0.52 0.82 0.68
7 0.93 0.75 0.84 0.93 0.86 0.87 0.75 0.54 0.84 0.69
8 0.96 0.88 0.92 0.96 0.89 0.93 0.88 0.63 0.92 0.76
8-1/2 0.98 0.94 0.96 0.98 0.90 0.97 0.94 0.68 0.96 0.79
9 1.00 1.00 1.00 1.00 0.92 1.00 1.00 0.72 1.00 0.82
10 0.95 0.82 0.88
11 0.97 0.91 0.94
12 1.00 1.00 1.00
Note:
Tables apply for listed embedment depths. Reduction factors for
other embedment depths must be calculated using equations below.
Spacing Edge Distance

for scr > s > smin for ccr > c > cmin
Tension and Shear Tension

smin = 0.5 hef, scr = 2.0 hef cmin = 0.5 hef, ccr = 1.5 hef
fAN = 0.165 (s/hef) + 0.67 fRN = 0.40 (c/hef) + 0.4
Shear, where hef < 9.0 x d1

cmin = 0.5 hef, ccr = 2.5 hef
⊥ toward edge II or away from edge

fRV1 = 0.415 (c/h ef ) – 0.0375 fRV2 = 0.275 (c/h ef ) + 0.312
Shear, where hef ≥ 9.0 x d1


fRV1 = 0.554 (c/h ef ) – 0.107 fRV2 = 0.366 (c/h ef ) + 0.267
1 d = nominal bolt diameter

Anchor
Diameter 5/8" diameter 3/4" diameter
Embedment
Depth, in. 2-7/8 5-5/8 7-1/2 2-7/8 5-5/8 7-1/2 2-7/8 5-5/8 7-1/2 2-7/8 5-5/8 7-1/2 3-3/8 6-3/4 9 3-3/8 6-3/4 9 3-3/8 6-3/4 9 3-3/8 6-3/4 9
1-7/16 0.75 0.60 0.17 0.45
1-11/16 0.77 0.63 0.21 0.47 0.75 0.60 0.17 0.45
2 0.78 0.68 0.25 0.50 0.77 0.64 0.21 0.47
2-1/4 0.80 0.71 0.29 0.53 0.79 0.67 0.24 0.50
2-1/2 0.81 0.75 0.32 0.55 0.80 0.70 0.27 0.52
2-13/16 0.83 0.75 0.79 0.60 0.37 0.17 0.58 0.45 0.81 0.73 0.31 0.54
3 0.84 0.76 0.82 0.61 0.40 0.19 0.60 0.46 0.82 0.76 0.33 0.56
3-3/8 0.86 0.77 0.87 0.64 0.45 0.23 0.63 0.49 0.84 0.75 0.80 0.60 0.38 0.17 0.59 0.45
3-3/4 0.89 0.78 0.75 0.92 0.67 0.60 0.50 0.26 0.17 0.67 0.51 0.45 0.86 0.76 0.84 0.62 0.42 0.20 0.62 0.47
4-5/16 0.92 0.80 0.76 1.00 0.71 0.63 0.59 0.32 0.21 0.72 0.55 0.48 0.89 0.78 0.91 0.66 0.49 0.25 0.66 0.50
4-1/2 0.93 0.80 0.77 0.72 0.64 0.61 0.34 0.23 0.74 0.56 0.49 0.90 0.78 0.75 0.93 0.67 0.60 0.52 0.26 0.17 0.68 0.51 0.45
4-3/4 0.94 0.81 0.77 0.74 0.65 0.65 0.36 0.24 0.77 0.58 0.50 0.91 0.79 0.76 0.96 0.68 0.61 0.55 0.28 0.19 0.70 0.52 0.46
5-1/16 0.96 0.82 0.78 0.76 0.67 0.69 0.39 0.27 0.80 0.60 0.51 0.92 0.79 0.76 1.00 0.70 0.63 0.59 0.31 0.20 0.72 0.54 0.47
5-3/4 1.00 0.84 0.80 0.81 0.71 0.79 0.46 0.32 0.86 0.64 0.55 0.96 0.81 0.78 0.74 0.66 0.67 0.36 0.25 0.78 0.58 0.50
6-3/4 0.87 0.82 0.88 0.76 0.94 0.56 0.39 0.96 0.71 0.60 1.00 0.84 0.79 0.80 0.70 0.79 0.45 0.31 0.86 0.63 0.54
7-3/16 0.88 0.83 0.91 0.78 1.00 0.60 0.42 1.00 0.73 0.62 0.85 0.80 0.83 0.72 0.85 0.48 0.34 0.90 0.66 0.56
7-1/2 0.89 0.84 0.93 0.80 0.63 0.45 0.76 0.63 0.85 0.81 0.84 0.73 0.88 0.51 0.35 0.92 0.67 0.57
8 0.90 0.85 0.97 0.83 0.68 0.48 0.79 0.66 0.87 0.82 0.87 0.76 0.95 0.55 0.39 0.96 0.70 0.59
8-7/16 0.92 0.86 1.00 0.85 0.72 0.52 0.82 0.68 0.88 0.82 0.90 0.78 1.00 0.59 0.41 1.00 0.72 0.61
9 0.93 0.87 0.88 0.78 0.56 0.85 0.71 0.89 0.84 0.93 0.80 0.63 0.45 0.76 0.63
10-1/8 0.97 0.89 0.94 0.89 0.64 0.93 0.76 0.92 0.86 1.00 0.85 0.72 0.52 0.82 0.68
11-1/4 1.00 0.92 1.00 1.00 0.72 1.00 0.82 0.95 0.88 0.90 0.82 0.59 0.88 0.72
12 0.93 0.78 0.85 0.96 0.89 0.93 0.88 0.63 0.92 0.72
13 0.96 0.85 0.90 0.99 0.91 0.98 0.96 0.69 0.97 0.80
13-1/2 0.97 0.89 0.93 1.00 0.92 1.00 1.00 0.72 1.00 0.82
14 0.98 0.93 0.95 0.93 0.75 0.84
15 1.00 1.00 1.00 0.95 0.82 0.88
16 0.96 0.88 0.92
18 1.00 1.00 1.00
Note:


fAN = 0.165 (s/hef) + 0.67 fRN = 0.40 (c/hef) + 0.4


fRV1 = 0.415 (c/h ef ) – 0.0375 fRV2 = 0.275 (c/h ef ) + 0.312


fRV1 = 0.554 (c/h ef ) – 0.107 fRV2 = 0.366 (c/h ef ) + 0.267

Load Adjustment Factors for 7/8" Diameter Anchors
Anchor
Diameter 7/8" diameter
Adjustment Spacing Edge Distance Edge Distance Edge Distance
Factor Tension/Shear, Tension, Shear, fRV1 Shear, fRV2
fA fRN (⊥ toward edge) (II to or away from edge)
Embedment
Depth, in. 4 7-7/8 10-1/2 4 7-7/8 10-1/2 4 7-7/8 10-1/2 4 7-7/8 10-1/2
2 0.75 0.60 0.17 0.45
2-1/4 0.76 0.63 0.20 0.47
2-1/2 0.77 0.65 0.22 0.48
3 0.79 0.70 0.27 0.52
3-1/2 0.81 0.75 0.33 0.55
3-15/16 0.83 0.75 0.79 0.60 0.37 0.17 0.58 0.45
4-1/2 0.86 0.76 0.85 0.63 0.43 0.21 0.62 0.48
4-3/4 0.87 0.77 0.88 0.64 0.46 0.23 0.64 0.49
5 0.88 0.77 0.90 0.65 0.48 0.24 0.66 0.50
5-1/4 0.89 0.78 0.75 0.93 0.67 0.60 0.51 0.26 0.17 0.67 0.51 0.45
6 0.92 0.80 0.76 1.00 0.70 0.63 0.59 0.32 0.21 0.72 0.55 0.48
6-3/4 0.95 0.81 0.78 0.74 0.66 0.66 0.37 0.25 0.78 0.58 0.50
7-1/2 0.98 0.83 0.79 0.78 0.69 0.74 0.42 0.29 0.83 0.62 0.53
8 1.00 0.84 0.80 0.81 0.70 0.79 0.46 0.32 0.86 0.64 0.55
8-1/2 0.85 0.80 0.83 0.72 0.84 0.49 0.34 0.90 0.66 0.56
9 0.86 0.81 0.86 0.74 0.90 0.53 0.37 0.93 0.69 0.58
10 0.88 0.83 0.91 0.78 1.00 0.60 0.42 1.00 0.73 0.62
11 0.90 0.84 0.96 0.82 0.67 0.47 0.78 0.65
11-1/2 0.91 0.85 0.98 0.84 0.70 0.50 0.80 0.67
11-13/16 0.92 0.86 1.00 0.85 0.72 0.52 0.82 0.68
12 0.92 0.86 0.86 0.74 0.53 0.82 0.69
13 0.94 0.87 0.90 0.81 0.58 0.87 0.72
14 0.96 0.89 0.93 0.88 0.63 0.92 0.76
15 0.98 0.91 0.97 0.95 0.68 0.96 0.79
15-3/4 1.00 0.92 1.00 1.00 0.72 1.00 0.82
18 0.95 0.84 0.89
20 0.98 0.95 0.96
21 1.00 1.00 1.00
Note:

fAN = 0.165 (s/hef) + 0.67 fRN = 0.40 (c/hef) + 0.4


fRV1 = 0.415 (c/h ef ) – 0.0375 fRV2 = 0.275 (c/h ef ) + 0.312


fRV1 = 0.554 (c/h ef ) – 0.107 fRV2 = 0.366 (c/h ef ) + 0.267

Load Adjustment Factors for 1" and 1-1/4" Diameter Anchors
Anchor
Diameter 1" diameter 1-1/4" diameter
Embedment
Depth, in. 4-1/2 9 12 4-1/2 9 12 4-1/2 9 12 4-1/2 9 12 5-5/8 11-1/4 15 5-5/8 11-1/4 15 5-5/8 11-1/4 15 5-5/8 11-1/4 15
2-1/4 0.75 0.60 0.17 0.45
2-1/2 0.76 0.62 0.19 0.46
2-13/16 0.77 0.65 0.22 0.48 0.75 0.60 0.17 0.45
3 0.78 0.67 0.24 0.50 0.76 0.61 0.18 0.46
3-1/2 0.80 0.71 0.29 0.53 0.78 0.65 0.22 0.48
4 0.82 0.76 0.33 0.56 0.79 0.68 0.26 0.51
4-1/2 0.84 0.75 0.80 0.60 0.38 0.17 0.59 0.45 0.81 0.72 0.29 0.53
5 0.85 0.76 0.84 0.62 0.42 0.20 0.62 0.47 0.82 0.76 0.33 0.56
5-5/8 0.88 0.77 0.90 0.65 0.48 0.24 0.66 0.50 0.84 0.75 0.80 0.60 0.38 0.17 0.59 0.45
6 0.89 0.78 0.75 0.93 0.67 0.60 0.52 0.26 0.17 0.68 0.51 0.45 0.85 0.76 0.83 0.61 0.41 0.19 0.61 0.46
6-3/4 0.92 0.79 0.76 1.00 0.70 0.63 0.59 0.31 0.20 0.72 0.54 0.47 0.87 0.77 0.88 0.64 0.46 0.23 0.64 0.49
7-1/2 0.95 0.81 0.77 0.73 0.65 0.65 0.35 0.24 0.77 0.57 0.50 0.90 0.78 0.75 0.93 0.67 0.60 0.52 0.26 0.17 0.68 0.51 0.45
8 0.96 0.82 0.78 0.76 0.67 0.70 0.39 0.26 0.80 0.59 0.51 0.91 0.79 0.76 0.97 0.68 0.61 0.55 0.29 0.19 0.70 0.53 0.46
8-7/16 0.98 0.82 0.79 0.78 0.68 0.74 0.41 0.28 0.83 0.61 0.52 0.92 0.79 0.76 1.00 0.70 0.63 0.59 0.31 0.20 0.72 0.54 0.47
9 1.00 0.84 0.79 0.80 0.70 0.79 0.45 0.31 0.86 0.63 0.54 0.94 0.80 0.77 0.72 0.64 0.63 0.34 0.23 0.75 0.56 0.49
10 0.85 0.81 0.84 0.73 0.88 0.51 0.35 0.92 0.67 0.57 0.97 0.82 0.78 0.76 0.67 0.70 0.39 0.26 0.80 0.59 0.51
11-1/4 0.88 0.82 0.90 0.78 1.00 0.59 0.41 1.00 0.72 0.61 1.00 0.84 0.79 0.80 0.70 0.79 0.45 0.31 0.86 0.63 0.54
12 0.89 0.84 0.93 0.80 0.63 0.45 0.76 0.63 0.85 0.80 0.83 0.72 0.85 0.48 0.34 0.90 0.66 0.56
13 0.91 0.85 0.98 0.83 0.69 0.49 0.80 0.66 0.86 0.81 0.86 0.75 0.92 0.53 0.37 0.95 0.69 0.58
13-1/2 0.92 0.86 1.00 0.85 0.72 0.52 0.82 0.68 0.87 0.82 0.88 0.76 0.96 0.56 0.39 0.97 0.71 0.60
14-1/16 0.93 0.86 0.87 0.76 0.54 0.84 0.70 0.88 0.82 0.90 0.78 1.00 0.59 0.41 1.00 0.72 0.61
16 0.96 0.89 0.93 0.88 0.63 0.92 0.76 0.90 0.85 0.97 0.83 0.68 0.48 0.79 0.66
16-7/8 0.98 0.90 0.96 0.93 0.67 0.95 0.78 0.92 0.86 1.00 0.85 0.72 0.52 0.82 0.68
18 1.00 0.92 1.00 1.00 0.72 1.00 0.82 0.93 0.87 0.88 0.78 0.56 0.85 0.71
20 0.95 0.82 0.88 0.96 0.89 0.93 0.88 0.63 0.92 0.76
22 0.97 0.91 0.94 0.99 0.91 0.99 0.98 0.71 0.98 0.80
22-1/2 0.98 0.93 0.95 1.00 0.92 1.00 1.00 0.72 1.00 0.82
24 1.00 1.00 1.00 0.93 0.78 0.85
26 0.96 0.85 0.90
28 0.98 0.93 0.95
30 1.00 1.00 1.00
Note:


fAN = 0.165 (s/hef) + 0.67 fRN = 0.40 (c/hef) + 0.4


fRV1 = 0.415 (c/h ef ) – 0.0375 fRV2 = 0.275 (c/h ef ) + 0.312


fRV1 = 0.554 (c/h ef ) – 0.107 fRV2 = 0.366 (c/h ef ) + 0.267

Anchor Spacing and Edge Distance Guidelines in Concrete for HIT-TZ and HIT-RTZ Threaded Rods
Anchor
Factor Tension/Shear, Tension, Shear, fRV1 Shear, fRV2 Tension, Tension, Shear, fRV1 Shear, fRV2
fA fRN (⊥ toward edge) (II to or away from edge) fAN fRN (⊥ toward edge) (II to or away from edge)
Embedment
Depth, in. 2-7/8 2-7/8 2-7/8 2-7/8 3-1/2 3-1/2 3-1/2 3-1/2
2 0.77 0.63 0.25 0.53
2-7/16 0.79 0.68 0.35 0.59 0.77 0.63 0.25 0.53
3 0.81 0.74 0.46 0.67 0.79 0.68 0.35 0.59

3-3/8 0.83 0.78 0.55 0.72 0.80 0.71 0.42 0.63
4 0.86 0.84 0.68 0.80 0.83 0.77 0.53 0.70
4-3/8 0.87 0.88 0.76 0.85 0.84 0.80 0.59 0.75
5 0.90 0.95 0.90 0.94 0.86 0.85 0.71 0.82
5-1/4 0.91 0.98 0.95 0.97 0.87 0.88 0.75 0.84
5-7/16 0.92 1.00 1.00 1.00 0.88 0.89 0.79 0.87
6 0.95 0.90 0.94 0.88 0.93
6-11/16 0.98 0.92 1.00 1.00 1.00
7 0.99 0.94
7-3/16 1.00 0.94
8-1/2 0.99
8-3/4 1.00
Note:

for scr>s>smin for ccr>c>cmin

fA = 0.128 (s/hef) + 0.68 fRN = 0.308 (c/hef) + 0.414
Shear

fRV1 = 0.625 (c/hef) – 0.1875 fRV2 = 0.392 (c/hef) + 0.256

Anchor Spacing and Edge Distance Guidelines in Concrete for HIT-TZ and HIT-RTZ Threaded Rods
Anchor
Factor Tension/Shear, Tension, Shear, fRV1 Shear, fRV2 Tension, Tension, Shear, fRV1 Shear, fRV2
fA fRN (⊥ toward edge) (II to or away from edge) fAN fRN (⊥ toward edge) (II to or away from edge)
Embedment
Depth, in 4 4 4 4 5-1/4 5-1/4 5-1/4 5-1/4
2-13/16 0.77 0.63 0.25 0.53
3 0.78 0.65 0.28 0.55
3-11/16 0.80 0.70 0.39 0.62 0.77 0.63 0.25 0.53
4-5/16 0.82 0.75 0.49 0.68 0.79 0.67 0.33 0.58
4-1/2 0.82 0.76 0.52 0.70 0.79 0.68 0.35 0.59

4-3/4 0.83 0.78 0.55 0.72 0.80 0.69 0.38 0.61
5 0.84 0.80 0.60 0.75 0.80 0.71 0.42 0.63
5-3/4 0.86 0.86 0.71 0.82 0.82 0.75 0.50 0.69
6-3/4 0.90 0.93 0.87 0.92 0.84 0.81 0.62 0.76
7-3/16 0.91 0.97 0.94 0.96 0.86 0.84 0.67 0.79
7-5/8 0.92 1.00 1.00 1.00 0.87 0.86 0.72 0.82
8 0.94 0.88 0.88 0.76 0.85
8-7/16 0.95 0.89 0.91 0.82 0.89
9 0.97 0.90 0.94 0.88 0.93
10 1.00 0.92 1.00 1.00 1.00
11-1/4 0.95
12 0.97
13-1/8 1.00
Note:

for scr>s>smin for ccr>c>cmin

fA = 0.128 (s/hef) + 0.68 fRN = 0.308 (c/hef) + 0.414
Shear

fRV1 = 0.625 (c/hef) – 0.1875 fRV2 = 0.392 (c/hef) + 0.256

Resistance of HIT-HY 150 MAX to Chemicals
Chemical Behavior Samples of the HIT-HY 150 MAX resin were immersed in the
Sulphuric acid conc. – various chemical compounds for up to one year. At the time
30% • of the test period, the samples were analyzed. Any samples
10% + showing no visible damage and having less than a 25%
Hydrochloric acid conc. •
reduction in bending (flexural) strength were classified as
10% +
Nitric acid conc. –
“Resistant.” Samples that had slight damage, such as small
10% • cracks, chips, etc. or reduction in bending strength of 25%
Phosphoric acid conc. + or more, were classified as “Partially Resistant.” Samples
10% + that were heavily damaged or destroyed were classified as
Acetic acid conc. • “Not Resistant.”
10% +
Formic acid conc. – Note: In actual use, the majority of the resin is encased in the
10% • base material, leaving very little surface area exposed. In
Lactic acid conc. +
some cases, this would allow the HIT-HY 150 MAX to be
10% +
Citric acid 10% +
used where it would be exposed to the “Partially Resistant”
Sodium Hydroxide 40% • chemical compounds.
(Caustic soda) 20% +
5% +
Ammonia conc. •
Open Gel Time (Approximate)1, 2
5% +
Soda solution 10% + Base Material Temperature Approximate
Common salt solution 10% +
°F °C Gel Time
Chlorinated lime solution 10% +
Sodium hypochlorite 2% + 14 -10 100 min
Hydrogen peroxide 10% + 23 -5 40 min
Carbolic acid solution 10% – 32 0 20 min
Ethanol –
50 10 8 min
Sea water +
68 20 6 min
Glycol +
86 30 3 min
Acetone –
Carbon tetrachloride – 104 40 2 min
Toluene +
Petrol/Gasoline • Final Cure Time (Approximate)1, 2
Machine oil •
Diesel oil • Base Material Temperature Approximate
°F °C Cure Time
Key: – non-resistant + resistant • limited resistance
14 -10 12 hrs
23 -5 4 hrs
32 0 2 hrs
140
50 10 1 hr
120
68 20 30 min
100 86 30 30 min
80 104 40 30 min
60 1 The temperature of the HIT-HY 150 MAX adhesive must be
between 32˚F (0˚C) and 104˚F (40˚C) at the time of installation.
40
2 Use of HIT-HY 150 MAX with HIT-TZ rods must be installed in
20 base material temperatures ≥ 40˚F (5˚C).
0
0 50 100 150 200
Note: Test procedure involves the concrete being held at the

elevated temperature for 24 hours, then removing it from the
controlled environment and testing to failure.
Long term creep test in accordance with AC58 is available;
please contact Hilti Technical Services.
4.2.4.4 Installation Instructions
HAS Rod, Rebar and Insert Installation Instructions
1 2 3 3X
4
9080psi
PSI at 9080psi
PSI at
3.56 CFM
bar 6 bar
3.5 CFM
1. Drill anchor hole with a 2. Insert air nozzle to bottom of 3. Clean hole with wire brush. 4. Insert air nozzle to bottom of
carbide bit. hole and blow out all dust Proper hole cleaning is hole and blow out all dust
and debris from the hole usin essential. and debris from the hole
compressed air.* using compressed air.
5 6 7 8
33 2
2
330ml = 2X
500ml = 3x*
1
1
5. Put foil pack into foil pack 6. Screw on static mixer. 7. Put holder/ foil pack into 8. Discard first trigger pulls
holder. Remove cap covering appropriate dispenser. of adhesive from each foil
threaded projection. pack. *Below 41°F (5°C)
discard four trigger pulls.
9 10 11 12
9. Inject adhesive into hole 10. After injecting adhesive 11. Insert rod, insert or rebar. 12. Do not disturb anchor
without forming air pockets depressurize the dispenser Twist during installation. between specified gel
starting at the bottom until 1/2 by pressing the release Fastener may be adjusted time and cure time.
to 2/3 full. Use mixer filler tube button. during specified gel time.
extensions when needed to
reach the hole bottom.
13
13. Apply specified torque as

required to secure items to be
fastened. Do not exceed
maximum torque specified.
* For holes with standing water, holes must be flushed clean with water, brushed with a wire brush and again
flushed clean with water or other means removing any debris or slurry in the hole. Standing water must be
removed prior to performing the remainder of anchor installation.
HIT-I Inserts and HIT-A Rods into Hollow Brick, Hollow Block or Tile
1. Select the proper bit. Set the 2. Proper hole cleaning is 3. Use compressed air to blow 4. Insert specified HIT-S type
depth gauge, drill the hole, essential. Use a nylon brush out the hole from the bottom. screen tube into hole.
rotation only. Hilti URM bits to remove loose material. Do The Hilti air nozzle is designed
are recommended for drilling not use brushes with metal for hole cleaning.
into masonry. bristles.
330ml = 2X
500ml = 3x*
5. Insert refill pack into holder. 6. Screw on mixing nozzle with 7. Put holder into dispenser. 8. Discard first two trigger pulls of
extension. adhesive from each foil pack.
10 *Below 41°F (5°C) discard four

trigger pulls.
The minimum number

of trigger pulls to fill each
screen is as follows:
S12 1 pump
S16/2 4 pumps
9. Fill HIT-S type screen tube 10. Unlock dispenser S16 6 pumps
completely from back to front
S22/2 4 pumps
edge of screen using the
minimum number of trigger S22 6 pumps
pulls listed in table.
11 12 13 14
HIT-I INSERT
≤ Tmax
11. Insert HIT-I Insert, or HIT-A 12. Fastener may be adjusted 13. Do not disturb fastener 14. Apply torque to anchor.
OR Rod into adhesive-filled during specified gel time. between specified gel and Do not exceed maximum
screen, twisting slightly. cure time. recommended torque.
15 16 17 18
HIT-A ROD
≤ Tmax

HIT-TZ and HIT-RTZ Installation Instructions
1 2 3 4 5 5 6
PUSH
Do Not
Twist.
HIT-HY HIT-HY HIT-HY HIT-HY

150 MAX 150 MAX 150 MAX 150 MAX
Drill hole using a Push the HT-TZ in the hole to verify Inject adhesive Fill the hole 1/2 to 2/3 full. If the hole Do not adjust the
roto-hammer or sufficient hole depth (only threads starting from the is full of water, it is suggested to start HIT-TZ rod between
Hilti diamond visible). For floor applications pushing bottom of the hole. injecting from the bottom of the hole the gel and cure
coring machine. the rod compacts the drill dust. and fill entirely with adhesive. times. Apply a load
only after the
appropriate cure
time has elapsed.
HIT-HY 150 MAX Volume Charts

Threaded Rod and HIT-TZ Rod Metric Rebar Installation
Installation Rebar Installation (Canada Only)
Rod Drill Bit1 Adhesive Volume Rod Drill Bit1 Adhesive Volume Bar Drill Bit1 Adhesive Volume
Diameter Diameter Required per Inch Diameter Diameter Required per Inch Diameter Diameter Required per Inch
(in.) (in.) of embedment (in 3) (in.) (in.) of embedment (in3) (in.) (in.) embedment (in3)
1/4 5/16 0.055 #3 or 3/8 1/2 0.110 10M 5/8 0.186
3/8 7/16 0.095 #4 or 1/2 5/8 0.146 15M 3/4 0.170
1/2 9/16 0.133 #5 or 5/8 3/4 0.176 20M 1 0.388
5/8 3/4 0.261 #6 or 3/4 7/8 0.218 25M 1-1/8 0.289
3/4 7/8 0.326 #7 or 7/8 1 0.252 30M 1-3/8 0.481
7/8 1 0.391 #8 or 1 1-1/8 0.299
1 1 1/8 0.478 #9 or 1 1/8 1-3/8 0.601
1-1/4 1 3/8 0.626 #10 or 1 1/4 1-1/2 0.659
1 Rebar diameter may vary. Use smallest drill bit which will accommodate rebar.
Example: Determine approximate Note: Estimated useable volume of:

fastenings for 5/8" rod embedded 10" deep.
HIT-HY 150 MAX 11.1 oz cartridge is
10 x 0.261 = 2.61 in3 of adhesive per anchor
16.5 in3 (270 ml)
HIT-HY 150 MAX 11.1 oz:

HIT-HY 150 MAX 16.9 oz cartridge is
16.5 ÷ 2.61= 6 fastenings
26.9 in3 (440 ml)
HIT-HY 150 MAX 16.9 oz:

HIT-HY 150 MAX Jumbo cartridges are
26.9 ÷ 2.61= 10 fastenings
81.8 in3
HIT-HY 150 MAX Jumbo:

81.8 ÷ 2.61= 31 fastenings

Technical data
Product: Hybrid/urethane
methacrylate
Gel time (68°F/20°C): 5 min*
Cure time (68°F/20°C): 30 min*
Base material temp: 14˚F (-10˚C) to
104˚F (40˚C)
Diameter range: 3/8” to 1 1/4”
* approximately
HIT-HY 150 MAX

Foil Pack
HIT Adhesives
Item No. Description Contents
283548 HIT-HY 150 MAX 11.1 fl oz (330 ml) 1 Foil Pack, 1 Mixer with Filler Tube
3412766 HIT-HY 150 MAX 11.1 fl oz (330 ml) MC 25 Foil Packs, 25 Mixers, 25 Filler Tubes
283549 HIT-HY 150 MAX 16.9 fl oz (500 ml) MC 20 Foil Packs, 20 Mixers, 20 Filler Tubes
283550 HIT-HY 150 MAX Jumbo 47.3 fl oz (1400 ml) MC 4 Foil Packs, 4 Mixers
HIT Dispensers
Battery Powered Dispenser
Item No. Description ED 3500
3245363 ED 3500 2.0 Ah Kit Battery Dispenser
MD 2000 MD 2500
Manual Dispensers Dispenser Dispenser
Item No. Description
229154 MD 2000 Manual Dispenser + 1 foil pack holder for HIT HY foil packs
338853 MD 2500 Manual Dispenser + 1 foil pack holder for HIT HY foil packs
229170 Foil Pack Holder Replacement for MD 2000 or BD 2000 dispensers
339477 Foil Pack Holder for 16.9 fl oz (500 ml) (MD 2500, P 3500)
P 3500 P 8000
Pneumatic Dispensers Dispenser Dispenser
Item No. Description
354180 HIT P 3500 Pneumatic Dispenser + 1 foil pack holder for HIT HY foil packs
373959 HIT P 8000-D Pneumatic Dispenser (for Jumbo cartridges)
373960 Jumbo Foil Pack Holder Replacement for HIT P 8000 dispenser
HIT-RE-M HIT Filler Tube

Mixers and Filler Tubes
Item No: Description Qty/Pkg Notes
337111 HIT-RE Mixer 1 For use with any cartridge size
4.2.4.5 Ordering Information

HAS-E, HAS-R & HAS Super Rods, HIS Inserts and HIT-TZ & HIT-RTZ Rods
HAS Rod 5.8 HAS Super A193, HAS-R 304 Stainless Steel HAS-R Rods 316 Stainless Steel
B7 High Strength Rods
Master
Item No. Carton Qty Qty Qty Qty
(Box) (MC) Description Box/MC Item No. Description Box Item No. Description Box Item No. Description Box
385417 3432178 3/8x3 10/360
385418 3432179 3/8x4-3/8 10/240
385419 3432180 3/8x5-1/8 20/240 68657 3/8x5-1/8 10 385462 3/8x5-1/8 20 3024335 3/8x5-1/8 10
385420 3432181 3/8x8 10/160 385463 3/8x8 10
385421 3432182 3/8x12 10/90
385422 3432183 1/2x3-1/8 10/240
385423 3432184 1/2x4-1/2 10/160
385424 3432185 1/2x6-1/2 20/160 68658 1/2x6-1/2 10 385464 1/2x6-1/2 20 3024336 1/2x6-1/2 10
385425 3432239 1/2x8 10/120 385465 1/2x8 10
385426 3432186 1/2x10 10/120 385466 1/2x10 10
3024337 1/2x11 10
385427 3432187 1/2x12 10/80
385428 3432188 5/8x8 20/80 333783 5/8x7-5/8 10 385467 5/8x7-5/8 20 333781 5/8x7-5/8 10
385468 5/8x10 10
385429 3432189 5/8x9 10/60 3024338 5/8x9 10
385430 3432190 5/8x12 10/60 3024339 5/8x12 10
385431 3432191 5/8x17 10/40
385432 3432052 3/4x10 10/40 68660 3/4x9-5/8 5 385469 3/4x9-5/8 10 3024340 3/4x9-5/8 5
385433 3432163 3/4x11 10/30
385434 3432164 3/4x12 10/30 385470 3/4x12 10
385435 3432165 3/4x14 10/30 3006083 3/4x14 5 385471 3/4x14 10
385472 3/4x16 10
385436 3432166 3/4x17 10/20
385437 3432167 3/4x19 10/20
385438 3432168 3/4x21 10/20
385439 3432169 3/4x25 10/20
385440 3432170 7/8x10 10/20 68661 7/8x10(HDG) 5 385473 7/8x10 10
3006077 7/8x12(HDG) 5
385441 3432171 7/8x13 10/20 45259 7/8x16(HDG) 5
385442 3432172 1x12 4/16 68662 1x12 5 385474 1x12 4 3024341 1x12 4
385443 3432173 1x14 2/16 3006079 1x14 5
385444 3432174 1x16 2/12 3006080 1x16 5
385445 3432175 1x20 2/12 3006081 1x21 5
385446 3432176 1-1/4x16 4/8 333779 1 1/4x16 4
385447 3432177 1-1/4x22 4/8
3006082 1 1/4x23 4
HIS Carbon Steel and HIS-R 316 Stainless Steel Internally Threaded Inserts
HIS HIS-R Usable Thread Qty
Item No. Item No. Description Length (in.) Box
258020 258029 3/8x4-1/4 1 10
258021 258030 1/2x5 1-3/16 5
258022 258031 5/8x6-5/8 1-1/2 5
258023 258032 3/4x8-1/4 2 5
HIT-TZ and HIT-RTZ Rods

Maximum Item No. Item No.
Threaded Rod Drill Bit Depth of Fastening Overall Qty HIT-TZ ISO 5.8 HIT-RTZ 316
Diameter (in.) Diameter (in.) Embedment (in.) Thickness (in.) Length (in.) Box Carbon Steel Stainless Steel Description
3/8 7/16 2-7/8 1 4-1/2 40 337484 337498 HIT-TZ 3/8x2-7/8/1
1/2 9/16 3-1/2 1-1/2 5-11/16 24 337485 337499 HIT-TZ 1/2x3-1/2/1-1/2
5/8 11/16 4 2-1/4 7-1/16 16 337486 337500 HIT-TZ 5/8x4/2-1/4
3/4 13/16 5-1/4 2-1/4 8-9/16 8 337487 337501 HIT-TZ 3/4x5-1/4/2-1/4
HIT-A and HIT-I Inserts and Screen Tubes

Approximate1
Anchor Base HIT Rod-A/Insert-1 HIT-S Screen Tube Recommended
System Material Item No. (10 pcs/pkg) Item No. (10 pcs/pkg) Hilti Bit
HIT-A Rod 1/4 x 2-1/2 HIT Combi-S12/A TE-CX 1/2 - 6
78739 49765 2” long 205352
HIT-A Rod 5/16 x 4 HIT-S-16 TE-C+ 5/8 - 8
Brick with 88977 68613 3-3/8” long 28043
Holes HIT-A Rod 3/8 x 4-3/8 HIT-S-16 TE-C+ 5/8 - 8
88978 68613 3-3/8” long 28043
HIT-A Rod 1/2 x 4-1/2 HIT-S-16 TE-C+ 5/8 - 8
88979 68613 3-3/8” long 28043
HIT-A 78739 49765 2” long 205352
Standard Hollow Block HIT-A Rod 5/16 x 2-1/2 HIT-S-16/2 TE-C+ 5/8 - 8
and HIT-A Lightweight 88392 77810 2” long 28043
Short or Normal HIT-A Rod 3/8 x 3 HIT-S-16/2 TE-C+ 5/8 - 8
Anchor Weight 88393 77810 2” long 28043
Rods HIT-A Rod 1/2 x 3-1/8 HIT-S-16/2 TE-C+ 5/8 - 8
88394 77810 2” long 28043
78739 49765 2” long 205352
HIT-A Rod 5/16 x 2-1/2 HIT-S-16/2 TE-C+ 5/8 - 8
88392 77810 2” long 28043
Clay Tile
HIT-A Rod 3/8 x 3 HIT-S-16/2 TE-C+ 5/8 - 8
88393 77810 2” long 28043
HIT-A Rod 1/2 x 3-1/8 HIT-S-16/2 TE-C+ 5/8 - 8
88394 77810 2” long 28043
Screen Tube with Insert Combi-S12/I TE-CX 1/2 - 6
(for #14 screw) 49766 2”long 28043
HIT-I Insert 5/16 x 3-3/16 HIT-S-16 TE-C+ 5/8 - 8
Brick with 88996 68613 3-3/8” long 28043
Holes HIT-I Insert 3/8 x 3-3/16 HIT-S-22 TE-C-S 27/32-12
88997 68615 3-3/8” long 28623
HIT-I Insert 1/2 x 3-3/16 HIT-S-22 TE-C-S 27/32-12
88998 68615 3-3/8” long 28623
HIT-I Screen Tube with Insert Combi-S12/I TE-CX 1/2 - 6
Standard (for #14 screw) 49766 2”long 205352
Hollow Block HIT-I Insert 5/16 x 2 HIT-S-16/2 TE-C+ 5/8 - 8
and HIT-I
Lightweight 88397 77810 2” long 28043
Short
or Normal HIT-I Insert 3/8 x 2 HIT-S-22/2 TE-C-S 27/32-12
Internally Weight 88398 77811 2” long 28623
Threaded HIT-I Insert 1/2 x 2 HIT-S-22/2 TE-C-S 27/32-12
Inserts 88399 77811 2” long 28623
Screen Tube with Insert Combi-S12/I TE-CX 1/2 - 6
(for #14 screw) 49766 2”long 205352
HIT-I Insert 5/16 x 2 HIT-S-16/2 TE-C+ 5/8 - 8
88397 77810 2” long 28043
Clay Tile
HIT-I Insert 3/8 x 2 HIT-S-22/2 TE-C-S 27/32-12
88398 77811 2” long 28623
HIT-I Insert 1/2 x 2 HIT-S-22/2 TE-C-S 27/32-12
88399 77811 2” long 28623
Hilti Product Technical Guide Hilti Product Technical Guide
In The United Sates In Canada
PAYMENT TERMS: Net 30 days from date of invoice. Customer agrees to pay all PAYMENT TERMS: Net 30 days from date of invoice.
PROFIS costs incurred by Hilti in collecting any delinquent amounts, Customer agrees to pay all costs incurred
including attorney’s fees. by Hilti in collecting delinquent amounts, if
any, including reasonable attorney’s fees.
FREIGHT: All sales are F.O.B. Destination with transportation allowed via Hilti
designated mode. Delivery dates are estimates only. Additional FREIGHT: Sales are F.O.B. Destination Point with
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and orders below certain dollar amounts shall be the responsibility mode. Additional charges may apply for
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conditions. requirements, and order under certain
limits. A fuel surcharge may apply
CREDIT: All orders sold on credit are subject to Credit Department approval.
depending on market conditions.
RETURN POLICY: Products must be in saleable condition to qualify for return.
CREDIT: All orders sold on credit are subject to
Saleable condition is defined as unused items in original
Credit Department approval.
undamaged packaging and unbroken quantities and in as-new
condition. All returns are subject to Hilti inspection and RETURN POLICY: Product may be returned prepaid (unless
acceptance, and a $125 restocking charge if returned more otherwise authorized) to Hilti provided:
than 90 days after invoice date. Proof of purchase is required i) it is returned by the original purchaser
for all returned materials. Special orders products and
ii) it is not dated product returned more
PROFIS: Firestop Systems Hilti Diaphragm discontinued items are not eligible for return credit. Dated
materials are only returnable in case quantity, and within 30 than 30 days after the original delivery
The World’s Most Powerful When it comes to Life Safety and building Deck Design days after invoice date. date
Anchor Design Software code compliance, Hilti provides complete The Hilti Diaphragm Deck Design WARRANTY: Hilti warrants that for a period of 12 months from the date it sells a iii) it is not discontinued, clearance or
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• Easy to Learn – Start working in and unmatched technical support. and accurately design roof deck and material or workmanship. Absence of Hilti’s receipt of notification of in unbroken quantities.
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Attached are page(s) from the 2008 Hilti North

American Product Technical Guide. For

Hilti Product Technical Guide

PROFIS: Firestop Systems Hilti Diaphragm

Hilti Online MI – Industrial

4.2.4 HIT-HY 150 MAX Adhesive Anchoring System

The Hilti HIT-TZ is an innovative

The Leadership in Energy and

HIT-HY 150 MAX Adhesive Anchoring System 4.2.4

4.2.4 HIT-HY 150 MAX Adhesive Anchoring System

4.2.4.2 Material Specifications

Material Properties for Cured Adhesive

Compressive Strength ASTM C 579 > 50 MPa >7252 psi

Flexural Strength ASTM C 580 > 20 MPa > 2900 psi

ksi (MPa) ksi (MPa)

4.2.4.3 Technical Data

HIT-HY 150 MAX Adhesive Anchoring System 4.2.4

HIT-HY 150 MAX Installation Specification Table for HIS Inserts

HIS Insert in. 3/8 1/2 5/8 3/4

HIT-HY 150 MAX Installation Specification Table for Rebar in Concrete

Rebar Size: 10M 15M 20M 25M 30M 35M

Combined Shear and Tension Loading

4.2.4 HIT-HY 150 MAX Adhesive Anchoring System

HIT-HY 150 MAX Adhesive Anchoring System 4.2.4

1 3/4 725 1155 1675 2360 2900 4620 5020 7080

4.2.4 HIT-HY 150 MAX Adhesive Anchoring System

HAS-E Standard HAS Super HAS SS HIT-TZ (ASTM A 510)

1 Steel strength as defined in AISC Manual of Steel Construction (ASD):

Tensile = 0.33 x Fu x Nominal Area

HAS-E Standard HAS Super HAS SS HIT-TZ (ASTM A 510)

Yield = Fy x Tensile Stress Area

HIT-HY 150 MAX Adhesive Anchoring System 4.2.4

HIT-HY 150 MAX Allowable Bond/Concrete Capacity and Steel Strength

HIT-HY 150 MAX Ultimate Bond/Concrete Capacity and Steel Strength

4.2.4 HIT-HY 150 MAX Adhesive Anchoring System

Anchor Embedment Allowable Bond/Concrete Capacity Ultimate Bond/Concrete Capacity

Anchor Embedment Edge Shear lb (kN)

HIT-HY 150 MAX Adhesive Anchoring System 4.2.4

Anchor Embedment Distance

HIT-HY 150 MAX Ultimate Loads for Threaded Rods in

Anchor Embedment Distance

Anchor Spacing and Edge Distance Guidelines for Grout-Filled Block

Influence of Anchor Spacing and Edge Distance

Edge Distance for Shear and Tension:

4.2.4 HIT-HY 150 MAX Adhesive Anchoring System

Anchor Spacing and Edge Distance Guidelines

HIT-HY 150 MAX Adhesive Anchoring System 4.2.4

4.2.4 HIT-HY 150 MAX Adhesive Anchoring System

Embedment Ultimate Allowable Ultimate Allowable Yield Tensile

85 36.0 9 36.7 9.2

145 89.9 22.5 111.5 27.9

170 120.5 30.1 120.5 30.1

230 204.0 51 261.8 65.5

260 243.1 60.8 305.1 76.3

HIT-HY 150 MAX Adhesive Anchoring System 4.2.4

Spacing Edge Distance

Tension and Shear Tension

Shear, where hef < 9.0 x d1

⊥ toward edge II or away from edge