Hilti HUS4

SCREW ANCHOR
Technical Datasheet
Update: June-22
HUS4 Screw anchor
Ultimate performance screw anchor for single point fastening
Anchor version Benefits
- High productivity - less drilling and fewer
HUS4-H(F)
(8-16)* operations than with conventional
anchors
- ETA approval for cracked and non-
HUS4-C cracked concrete
(8-10)
- ETA approval for Seismic C1 and C2
HUS4-A(F) - ETA approval for adjustability
(10-14) (unscrew-rescrew)
- Smaller edge and spacing distance
- aBG (DIBt) approval for reusability in
fresh concrete ( fck, cube = 10/15/20/25
Nmm2) for temporary applications
- Three embedment depths for maximum
design flexibility and flexible design for
concrete cone capacity
- No cleaning required size 8 to 14
- HUS4-HF and HUS4-AF with multilayer
coatings for additional corrosion
protection
- Through fastening with H, A and C head
- Pre-fastening with A head

Base material Load conditions

Concrete Concrete Hollow core Solid brick Autoclaved Static / Seismic Fire
(non-cracked) (cracked) slabs aerated quasi-static ETA-C1/C2 resistance
concrete
Installation conditions Other information

Small edge European CE PROFIS DIBt

distance and Technical conformity Engineering Approval
spacing Assessment software Reusability

Approvals / certificates
Description Authority No. / date of issue
European Technical Assessment DIBt ETA-20/0867 / 14-04-2022
Fire test report DIBt ETA-20/0867 / 14-04-2022
aBG for temporary fastening DIBt Z-21.8-2137 / 21-12-2021
*HUS4-HF not available in size 12

Static and quasi-static loading data (for a single anchor)

1 Updated: Jun-22
All data in this section applies to:
- Correct setting (See setting instruction)
- No edge distance and spacing influence
- Steel failure
- Minimum base material thickness
- Concrete C 20/25, fck,cube = 25 N/mm²

Characteristic resistance
Anchor size 8 10 12 14 16

H, HF, C H, HF, C, A, AF H H, HF, A, AF H, HF

Type HUS4
hnom1 hnom2 hnom3 hnom1 hnom2 hnom3 hnom1 hnom2 hnom3 hnom1 hnom2 hnom3 hnom1 hnom2
Nominal
hnom
embedmenth 40 60 70 55 75 85 60 80 100 65 85 115 85 130
[mm]
depth

Characteristic resistance
Anchor size 8 10 12 14 16

H, HF, C H, HF, C, A, AF H H, HF, A, AF H, HF

Type HUS4
hnom1 hnom2 hnom3 hnom1 hnom2 hnom3 hnom1 hnom2 hnom3 hnom1 hnom2 hnom3 hnom1 hnom2
Non-cracked concrete
Tension NRk [kN] 8,3 16,2 20,7 13,0 22,0 27,6 15,3 24,5 35,1 17,0 26,6 43,3 22,0 46,0
Shear VRk [kN] 8,3 18,8 21,9 13,6 28,8 32,0 30,6 38,9 44,9 34,1 53,1 62,0 53,5 73,1
Cracked concrete
Tension NRk [kN] 5,5 11,3 14,5 9,5 15,8 19,3 10 17,2 24,6 11,9 18,6 30,3 16,0 32,0
Shear VRk [kN] 5,8 18,8 21,9 9,5 28,8 32,0 21,4 34,4 44,9 23,8 37,2 60,6 37,4 73,1

Design resistance
Anchor size 8 10 12 14 16

H, HF, C H, HF, C, A, AF H H, HF, A, AF H, HF

Type HUS4
hnom1 hnom2 hnom3 hnom1 hnom2 hnom3 hnom1 hnom2 hnom3 hnom1 hnom2 hnom3 hnom1 hnom2
Non-cracked concrete
Tension NRk [kN] 5,6 10,8 13,8 7,2 14,7 18,4 10,2 16,4 23,4 11,4 17,7 28,8 14,7 30,7
Shear VRk [kN] 5,6 15,0 17,5 9,1 23,0 25,6 20,4 31,1 35,9 22,7 35,4 49,6 35,6 58,5
Cracked concrete
Tension NRk [kN] 3,7 7,5 9,6 5,3 10,5 12,9 6,7 11,5 16,4 7,9 12,4 20,2 10,7 21,3
Shear VRk [kN] 3,9 15,0 17,5 6,4 21,1 25,6 14,3 22,9 32,8 15,9 24,8 40,4 25,0 49,3

Recommended loads
Anchor size 8 10 12 14 16

H, HF, C H, HF, C, A, AF H H, HF, A, AF H, HF

Type HUS4
hnom1 hnom2 hnom3 hnom1 hnom2 hnom3 hnom1 hnom2 hnom3 hnom1 hnom2 hnom3 hnom1 hnom2
Non-cracked concrete
Tension NRk [kN] 4.0 7.7 9.8 5.2 10.5 13.1 7.3 11.7 16.7 8.1 12.6 20.6 10,5 21,9
Shear VRk [kN] 4.0 10.7 12.5 6.5 16.5 18.3 14.6 22.2 25.7 16.2 25.3 35.4 25.5 41.8
Cracked concrete
Tension NRk [kN] 2.6 5.4 6.9 3.8 7.5 9.2 4.8 8.2 11.7 5.7 8.9 14.4 7,6 15,2
Shear VRk [kN] 2.8 10.7 12.5 4.5 15.1 18.3 10.2 16.4 23.4 11.4 17.7 28.8 17.8 35.2
With overall partial safety factor for action γ = 1,4. The partial safety factors for action depend on the type of loading and shall be taken from
national regulations.

Seismic loading data (for single anchor)

Updated: Jun-22 2
All data in this section applies to:
- Correct setting (See setting instruction)
- No edge distance and spacing influence
- Steel failure
- Minimum base material thickness
- Concrete C 20/25, fck,cube = 25 N/mm²
- αgap = 1,0 (using Hilti seismic filling set)

Anchor size 8 10 12 14
Nominal anchor. depth hnom3 hnom3 hnom3 hnom3
hnom [mm]
range 70 85 100 115

Characteristic resistance in case of seismic performance category C2

Anchor size 8 10 12 14
with Hilti filling set
Type HUS4 H, HF H, HF, A, AF H H, HF, A, AF
Tension NRk,seis 2,7 5,4 11,4 17,7
[kN]
Shear VRk,seis 13,9 21,5 27,2 46,5
without Hilti filling set
Type HUS4 H, HF, C H, HF, C, A, AF H H, HF, A, AF
Tension NRk,seis 2,7 5,4 11,4 17,7
[kN]
Shear VRk,seis 9,4 13,7 22,5 34,4

Design resistance in case of seismic performance category C2

Anchor size 8 10 12 14
with Hilti filling set (αgap = 1,0)
Type HUS4 H, HF H, HF, A, AF H H, HF, A, AF
Tension NRd,seis 1,8 3,6 7,6 11,8
[kN]
Shear VRd,seis 11,1 17,2 21,8 34,3
without Hilti filling set (αgap = 0,5)
Type HUS4 H, HF, C H, HF, C, A, AF H H, HF, A, AF
Tension NRd,seis 1,8 3,6 7,6 11,8
[kN]
Shear VRd,seis 3,8 5,5 9,0 13,8

Characteristic resistance in case of seismic performance category C1

Anchor size 8 10 12 14 16
Type HUS4 - H,C,HF H,HF,C,A,AF H H,HF,A,AF H,HF
hnom2 hnom3 hnom2 hnom3 hnom2 hnom3 hnom2 hnom3 hnom2 hnom3
with Hilti filling set (αgap = 1,0) (HUS4-H and HUS4-A)
Tension NRk,seis 9,6 12,3 13,4 16,4 14,6 20,9 15,8 25,7 7,5 19
[kN]
Shear VRk,seis 18,8 18,8 26,7 26,7 29,2 38,9 22,5 34,5 31,8 25,3
without Hilti filling set (αgap = 0,5)
Tension NRk,seis 9,6 12,3 13,4 16,4 14,6 20,9 15,8 25,7 7,5 19
[kN]
Shear VRk,seis 9,4 9,4 13,4 13,4 14,6 19,5 11,3 17,3 15,9 12,7

3 Updated: Jun-22
Design resistance in case of seismic performance category C1
Anchor size 8 10 12 14 16
Type HUS4 H,C,HF H,HF,C,A,AF H H,HF,A,AF H,HF
hnom2 hnom3 hnom2 hnom3 hnom2 hnom3 hnom2 hnom3 hnom2 hnom3
with Hilti filling set (αgap = 1,0) (HUS4-H and HUS4-A)
Tension NRd,seis 6,4 8,2 9,0 10,9 9,7 13,9 10,5 17,2 5,0 12,7
[kN]
Shear VRd,seis 12,8 15,0 17,9 21,4 19,5 27,9 18,0 27,6 21,2 20,2
without Hilti filling set (αgap = 0,5)
Tension NRd,seis 6,4 8,2 9,0 10,9 9,7 13,9 10,5 17,2 5,0 12,7
[kN]
Shear VRd,seis 6,4 7,5 9,0 10,7 9,7 13,9 9,0 13,8 10,6 10,1

Fire resistance

All data in this section applies to:

- Correct setting (see setting instruction)
- No edge distance and spacing influence
- Minimum base material thickness
- For more fire resistance data please see ETA-20/0867.

Essential characteristics under fire exposure in concrete for HUS4-H

Fastener size HUS4-H (F) 8 10
hnom1 hnom2 hnom3 hnom1 hnom2 hnom3
Nominal embedment depth hnom [mm] 40 60 70 55 75 85
Steel failure for tension and shear load (FRk,s,fi = NRk,s,fi = VRk,s,fi)
R30 FRk,s,fi [kN] 2,6 4,1 4,2
R60 FRk,s,fi [kN] 1,9 3,1 3,1
R90 FRk,s,fi [kN] 1,2 2,2 2,3
Characteristi R120 FRk,s,fi [kN] 0,9 1,5 1,7
c resistance
R30 M0 Rk,s,fi [Nm] 2,3 4,8 4,9
R60 M0 Rk,s,fi [Nm] 1,7 3,6 3,7
R90 M0 Rk,s,fi [Nm] 1,1 2,6 2,7
R120 M0 Rk,s,fi [Nm] 0,8 1,8 1,9
Pull-out failure
R30
Characteristi R60 N0Rk,p,fi [kN] 1,3 2,8 3,6 2,3 3,9 4,7
c resistance R90
R120 N0Rk,p,fi [kN] 1,0 2,2 2,8 1,9 3,1 3,7
Concrete cone failure
R30
Characteristi R60 N0Rk,c,fi [kN] 0,8 2,6 4,0 2,0 4,7 6,5
c resistance R90

R120 N0Rk,c,fi [kN] 0,7 2,1 3,2 1,6 3,7 5,2

Edge distance
R30 to R120 ccr,fi [mm] 2 hef
Fastener spacing
R30 to R120 scr,fi [mm] 2 hef
Concrete pry-out failure
R30 to R120 K8 [-] 1,0 2,0 1,0 2,0
The anchorage depth shall be increased for wet concrete by at least 30 mm compared to the given value

Updated: Jun-22 4
Essential characteristics under fire exposure in concrete for HUS4-H
Fastener size HUS4-H (F) 12 14 16

hnom1 hnom2 hnom3 hnom1 hnom2 hnom3 hnom1 hnom2

Nominal embedment depth hnom [mm] 60 80 100 65 85 115 85 130

Steel failure for tension and shear load (FRk,s,fi = NRk,s,fi = VRk,s,fi)
R30 FRk,s,fi [kN] 7,5 7,6 7,6 10,3 10,4 10,5 10,6 10,7
R60 FRk,s,fi [kN] 5,5 5,7 5,8 7,7 7,9 8,0 8,1 8,2
R90 FRk,s,fi [kN] 3,7 3,9 4,1 5,2 5,6 5,8 5,7 5,9

Characteristic R120 FRk,s,fi [kN] 2,8 3,0 3,1 3,9 4,2 4,4 4,3 4,5
resistance R30 M0 Rk,s,fi [Nm] 11,4 11,6 11,6 18,9 19,2 19,3 23,7 23,9
R60 M0 Rk,s,fi [Nm] 8,4 8,8 8,9 14,1 14,6 14,8 18,1 18,3
R90 M0 Rk,s,fi [Nm] 5,7 6,0 6,2 9,5 10,2 10,7 12,7 13,2
R120 M0 Rk,s,fi [Nm] 4,3 4,6 4,7 7,2 7,7 8,1 9,6 10,0
Pull-out failure
R30
Characteristic R60 N0Rk,c,fi [kN] 2,6 4,2 6,1 2,9 4,5 7,5 4,6 8,7
resistance R90
R120 N0Rk,c,fi [kN] 2,1 3,4 4,9 2,3 3,6 6,0 3,7 7,0
Concrete cone failure
R30
Characteristic R60 N0Rk,c,fi [kN] 2,4 5,4 9,8 2,9 6,1 13,9 6,2 19,4
resistance R90
R120 N0Rk,c,fi [kN] 1,9 4,3 7,8 2,3 4,9 11,1 4,9 15,5
Edge distance

R30 to R120 ccr,fi [mm] 2 hef

Fastener spacing
R30 to R120 scr,fi [mm] 2 ccr,fi
Concrete pry-out failure
R30 to R120 k8 [-] 2,0
The anchorage depth shall be increased for wet concrete by at least 30 mm compared to the given value

Materials

Mechanical properties

Anchor size 8 10 12 14 16
Nominal tensile strength fuk [N/mm2] 758 799 767 728 622
Yield strength fyk [N/mm2] 606 639 613 582 494
Stressed cross-section As [mm2] 47,5 68,9 103 139 173
Moment of resistance W [mm3] 35 67 130 213 321
Characteristic bending resistance M0Rk,s [Nm] 32 64 120 186 240

Material quality
Type Material
HUS4 - H,A,C Carbon steel, galvanized
HUS4 - HF,AF Carbon steel, multi-layer coating a)
a) Multi-layer coating provides a higher corrosion resistance compared to regular hot dip galvanized (HDG) systems with a 40μm coating
thickness.

5 Updated: Jun-22
 Head configuration
Type Part

HUS4-H Hexagonal
HUS4-HF head

Countersunk
HUS4-C
head

External
HUS4-A
thread
Hilti HUS4-A, size 10 with external thread M12 and size 14 with external thread M16

Fastener dimensions and marking HUS4-H(F)

Anchor size 8 10 12 14 16
Type HUS4 H, HF H, HF H H,HF H, HF
Outer diameter of screw thread dt [mm] 10,50 12,70 14,70 16,70 18,80
Diameter of integrated washer di [mm] 17,50 20,50 23,60 29,00 32,60
Length of the screw (min/max) L [mm] 45/150 60/305 70/150 75/150 100/205

HUS4: Hilti Universal Screw 4th

generation
H: Hexagonal head
10: Screw diameter
100: total length of the screw

Fastener dimensions and marking HUS4-C

Anchor size 8 10
Type HUS4 C C
Outer diameter of the screw thread dt [mm] 10,50 12,70
Countersunk head diameter dh [mm] 18,00 21,00
Length of the screw (min/max) L [mm] 55/85 70/120

HUS4: Hilti Universal Screw 4th

generation
C: Countersunk head
10: Screw diameter
100: total length of the screw

Fastener dimensions and marking HUS4-A(F)

Anchor size 10 14
Type HUS4 A, AF A, AF
Outer diameter of the screw thread dt [mm] 12,70 16,70
Diameter of the metric thread dM [mm] M12 M16
Length of the screw (min/max) L [mm] 120/165 155/205

Updated: Jun-22 6
 HUS4: Hilti Universal Screw 4th
generation
A: Threaded head
10: Screw diameter
100: total length of the screw
8: carbon steel 8.8
K: length of the screw (more info in
ETA)

Setting information

Setting details size 8-12

Anchor size 8 10 12
Type HUS4 H, HF, C H, HF, C, A, AF H
Nominal embedmenth hnom1 hnom2 hnom3 hnom1 hnom2 hnom3 hnom1 hnom2 hnom3
[mm]
depth 40 60 70 55 75 85 60 80 100
Nominal diameter
d0 [mm] 8 10 12
of drill bit
Clearance hole
df ≤ [mm] 12 14 16
diameter
Wrench size
SW1 [mm] 13 15 17
HEX head
Wrench size
SW1 [mm] - 8 -
Threaded head
Wrench size for nut
SW2 [mm] - 19 -
on Threaded head
Torx size
TX - 45 50 -
“C” head
Countersunk head
dh [mm] 18 21
diameter
Depth of drill hole
for cleaned hole; or
h1≥ [mm] 50 70 80 65 85 95 70 90 110
uncleand hole
overhead
Depth of drill hole
for uncleanded hole
hammer drilling in h1≥ [mm] 66 86 96 85 105 115 94 114 134
wall and floor
position

Setting details size 14-16

Anchor size 14 16
Type HUS4 H, HF, A, AF H, HF
hnom1 hnom2 hnom3 hnom1 hnom2
Nominal embedmenth depth [mm]
65 85 115 85 130
Nominal diameter of drill bit d0 [mm] 14 16
Clearance hole diameter df ≤ [mm] 18 20
Wrench size Hex head SW1 [mm] 21 24
Wrench size Threaded head SW1 [mm] 12 -
Wrench size for nut on Threaded head SW2 [mm] 24 -
Depth of drill hole for cleaned hole;
h1≥ [mm] 75 95 125 95 140
or uncleand hole overhead
Depth of drill hole for uncleanded hole
h1≥ [mm] 103 123 153 - -
hammer drilling in wall and floor position

7 Updated: Jun-22
Installation equipment table:
Anchor size 8 10 12 14 16
H,HF, A,
Type HUS4- H,C,HF H,HF, C, A, AF H H,HF
AF
Rotary hammer TE4 – TE30
Drill bit for concrete, solid clay
TE-CX 8 TE-CX 10 TE-CX 12 TE-CX 14 TE-CX 16
brick and solid sand-lime brick
Socket wrench insert for hex SI-S ½“
SI-S ½“ 13S SI-S ½“ 15S S ½“ 17S S ½“ 24S
screw (SW1) 21S
Socket wrench insert for SI-S ½“
- SI-S ½“ 8S - -
threaded head screw 12S
Socket wrench insert for nuts for SI-S ½“
- SI-S ½“ 19S - -
threaded head screw (SW2) 24S
Torx bit for countersunk screw S-SY TX45 S-SY TX50 - - -
Check gauge for reusability 1) HRG 8 HRG 10 HRG 12 HRG 14 HRG 16
SIW 22T-A 1/2”
SIW 22T-A 3/4” SIW 22T-A 1/2”
SIW 6AT-A22 1/2”
SIW 6AT-A22 1/2” SIW 22T-A 3/4”
Setting tool for cracked and un- SIW 4AT-22 1/2"
SIW 4AT-22 1/2" SIW 6-22 1/2”
cracked concrete SIW 6-22 1/2” gear 1
SIW 6-22 1/2” SIW 8-22 1/2"
SIW 8-22 1/2" gear 1 SIW 9-A22 3/4”
SIW 9-A22 3/4”
Setting tool for solid brick and
SIW 6AT-A22 1/2”, SIW 4AT-22 1/2"
aerated concrete
SIW 6AT-A22 1/2”
SIW 4AT-22 1/2" -
SIW 6AT-A22 1/2” SIW 22T-A 1/2”
Setting tool for hollow core slab
SIW 4AT-22 1/2" SIW 22T-A 3/4”
SIW 6AT-A22 1/2”
1) For HUS4-A and HUS4-H

Updated: Jun-22 8
Setting parameters
Anchor size
8 10 12 14 16
Type HUS4
Nominal embedment
hnom [mm] 40 60 70 55 75 85 60 80 100 65 85 115 85 130
depth
Minimum base
hmin [mm] 80 100 120 100 130 140 110 130 150 120 160 200 130 195
material thickness
Minimum spacing smin [mm] 35 40 50 60 90
Minimum edge
cmin [mm] 35 40 50 60 65
distance
Critical spacing for
scr,sp [mm] 3 hef 3.3 hef 3.3 hef 3.3 hef
splitting failure
Critical edge
ccr,sp [mm] 1.5 hef 1.65 hef 1.65 hef 1.65 hef
distance for splitting
Critical spacing for
scr,N [mm] 3 hef
concrete cone failure
Critical edge
distance for concrete ccr,N [mm] 1,5 hef
cone failure
For spacing (edge distance) smaller than critical spacing (critical edge distance ) the design loads have to be reduced (see system design
resistance ).
Critical spacing and critical edge distance for splitting failure apply only for non-cracked concrete. For cracked concrete only the critical spacing
and critical edge distance for concrete cone failure are decidive.

9 Updated: Jun-22
Setting instructions
*For detailed information on installation see instruction for use given with the package of the product
Setting instruction with adjustment

Updated: Jun-22 10
 Basic loading data for temporary application in standard and fresh concrete <28 days old, fck,cube ≥ 10 N/mm2

All data in this section applies to the following conditions:

- Strength class, fck,cube ≥ 10 N/mm2
- Only temporary use
- Screw is reusable, before each usage it must be checked according to Hilti instruction for use with the
suited tube Hilti HRG
- Design resistance is valid for single anchor only
- Design resistence is valid for all load directions and valid for both cracked and non-cracked concrete
- Minimum base material thickness
- No edge distance and spacing influence
- Valid for HUS4-H and HUS4-A
- All data in this section are according to DIBt approval Z-21.8-2137 issue 2021-12-21

Anchor size HUS4-H (A) 8 10 12 14 16

hnom2 hnom3 hnom1 hnom2 hnom3 hnom1 hnom2 hnom3 hnom1 hnom2 hnom3 hnom1 hnom2

Nominal
embedment hnom [mm] 75 85 55 75 85 60 80 100 65 85 115 85 115
depth

Tension Nrd fck,cube ≥ 10 N/mm² [kN] 3,3 4,7 3,3 5,3 6,3 2,6 5,4 7,8 4,4 7,0 12,3 5,5 12,6
= fck,cube ≥ 15 N/mm² [kN] 4,0 5,7 4,0 6,4 7,8 3,5 7,3 10,6 5,4 8,5 15,0 7,5 17,0
Shear Vrd
fck,cube ≥ 20 N/mm² [kN] 4,6 6,6 4,7 7,4 9,0 4,0 8,4 12,2 6,2 9,9 17,3 8,7 19,7

fck,cube ≥ 25 N/mm² [kN] 5,1 7,4 5,3 8,3 10,1 4,5 9,4 13,6 6,9 11,1 19,3 9,7 22,0

Setting details

Anchor size HUS4-H (A) 8 10 12 14 16

hnom2 hnom3 hnom1 hnom2 hnom3 hnom1 hnom2 hnom3 hnom1 hnom2 hnom3 hnom1 hnom2
Nominal embedment
hnom [mm] 60 70 55 75 85 60 80 100 65 85 115 85 130
depth
Drilling depth h1 ≥ [mm] 70 80 65 85 95 70 90 110 75 95 125 95 140
Option 1
Minimum edge distance c1 ≥ [mm] 80 100 75 100 115 65 105 135 85 115 180 105 180
Minimum base material
hmin ≥ [mm] 120 150 115 150 175 110 160 205 130 175 255 160 220
thickness
Option 2
Minimum edge distance c1 ≥ [mm] 85 110 85 120 135 65 120 160 100 135 300 115 215
Minimum base material
hmin ≥ [mm] 100 120 100 130 140 110 130 150 120 160 200 130 195
thickness

Minimum edge distance c2 ≥ [mm] 1.5 x c1

Minimum spacing smin ≥ [mm] 3.0 x c1
Check gauge HRG 8 HRG 10 HRG 12 HRG 14 HRG 16
Diameter of clearance
df ≤ [mm] 14 16 20 22 24
hole for H head
Diameter of clearance
df ≤ [mm] - 14 - 18 -
hole for A head
Socket size H head SW 13 15 17 21 24
Socket size A head SW1 (SW2) - 8 (17) - 12 (24) -

11 Updated: Jun-22
Setting instructions
*For detailed information on installation see instruction for use given with the package of the product example for
size 10 screw

Updated: Jun-22 12
 Basic loading data (for a single anchor) in solid masonry units

All data in this section applies to:

• Load values valid for holes drilled with TE rotary hammers (without hammering for PPW)
• Correct anchor setting (see instruction for use, setting details)
• Recommended setting machine: SIW 6AT-A
• The ratio of hollow or holes space to solid may not exceed 15 % of a bed joint area
• The brim area around holes must be at least 70mm
• Edge distances, spacing and other influences, see below
• All data given in this section according to Hilti Technical Data

Anchor size 8 10
Nominal embedmenth depth hnom [mm] 60 75
Drilling diameter for Mz, KS d0 [mm] 8 10
Drilling diameter for Vbl, PPW, Leca5® d0 [mm] 6 8

8 10
H, C, HF H, C, HF
Anchor size
Compressive Nrec
[N/mm2]
strength class Tensile loads
≥ 12 1,4 1,4
Solid clay brick
Mz 12 / 2,0 (EN 771-1)
≥ 20 1,8 1,8

Solid sand-lime brick ≥ 12 3,7 4,2

KS 12 / 2,0 (EN 771-2)
≥ 20 4,8 5,4

Aerated concrete
≥6 1,0 1,6
PPW 6-0,4 (EN 771-4)

Solid lightweight concrete brick

Vbl, 2DF (EN 771-3)
≥5 2,0 2,0
Solid lightweight concrete brick
Leca5® Murblock 19 (EN 771-3)

8 10
H, C, HF H, C, HF
Anchor size
Compressive Vrec
[N/mm2]
strength class Shear loads

Solid clay brick

≥ 12 3,8 5,5
Mz 12 / 2,0 (EN 771-1)

Solid sand-lime brick

≥ 12 4,6 5,7
KS 12 / 2,0 (EN 771-2)

Aerated concrete
≥6 1,3 1,5
PPW 6-0,4 (EN 771-4)

Solid lightweight concrete brick

Vbl, 2DF (EN 771-3)
≥5 2,1 2,8
Solid lightweight concrete brick
Leca5® Murblock 19 (EN 771-3)

13 Updated: Jun-22
 Permissible anchor location in brick and block walls

Edge distance and spacing influence

• The technical data for HUS4 anchors are reference loads for MZ 12, KS 12, Vbl 6, PPW 6 and Leca5®.
Due to the large variation of natural stone slid bricks, on site anchor testing is recommended to validate
technical data
• The HUS4 anchor was installed and tested in center of solid bricks as shown. The HUS4 anchor was not
tested in the mortar joint between solid bricks or in hollow bricks, however a load reduction is expected
• For brick walls where anchor position in brick can not be determined, 100 % anchor testing is
recommended
• Distance to free edge free edge to solid masonry (Mz, KS and light weight concrete) units ≥ 200mm
• Distance to free edge free edge to solid masonry (autoclaved aerated gas concrete) units ≥ 170mm
• The minimum distance to horizontal and vertical mortar joint (cmin) is started in drawing below
• Minimum anchor spacing (smin) in one brick/block is ≥ 80 mm

Limits

• All data is for multiple use for non-structural applications

• Plaster, graveling, lining or levelling courses are regarded as non-bearing and may not be taken into
account for the calculation of embedment depth
• The decisive resistance to tension loads is the lower value of Nrec (brick breakout, pull out) and Nmax,pb (pull
out of one brick)

Updated: Jun-22 14
 Basic loading data for single anchor in pre-stressed Hollow core slab (HCS) for permanent fastening

All data in this section applies to

• Correct anchor setting (see instruction for use, setting details)
• Recommended drilling machine: TE2 A22, recommended setting machine: SIW 6AT-A
• No edge distance and spacing influence
• Ratio core width / web thickness ≤ 5,3
• Concrete from C30/37, uncracked
• All data given in this section according to Hilti Technical Data

Anchor size 8 10
Nominal embedmenth depth hnom [mm] db db
Drilling depth d0 [mm] ≥ db + 10 mm

Characteristic resistance
Anchor size HUS4 8 10
Concrete strength C30/37 C45/55 C30/37 C45/55
Bottom flange
db ≥ [mm] 30 35 40 35 40 30 35 40 35 40
thickness
Tension
NRk [kN] 2,0 5,8 7,1 7,1 8,7 2,0 5,8 7,1 7,1 8,7
loading

Shear loading VRk [kN] 2,0 9,3 11,4 11,4 14,0 2,0 10,2 12,4 12,5 15,2

Design resistance
Anchor size HUS4 8 10
Concrete strength C30/37 C45/55 C30/37 C45/55
Bottom flange [mm]
db ≥ 30 35 40 35 40 30 35 40 35 40
thickness
Tension [kN]
NRd 1,3 3,2 3,9 4,0 4,8 1,3 3,2 3,9 4,0 4,8
loading
[kN]
Shear loading VRd 1,3 6,2 7,6 7,6 9,3 1,3 6,8 8,3 8,3 10,1

Recommended loads
Anchor size HUS4 8 10
Concrete strength C30/37 C45/55 C30/37 C45/55
Bottom flange [mm]
db ≥ 30 35 40 35 40 30 35 40 35 40
thickness
Tension [kN]
NRec 0,95 2,3 2,8 2,9 3,4 0,95 2,3 2,8 2,9 3,4
loading
[kN]
Shear loading VRec 0,95 4,4 5,4 5,4 6,6 0,95 4,9 5,9 5,9 7,2

With overall partial safety factor for action γ = 1,4. The partial safety factors for action depend on the type of loading and shall be taken from
national regulations.

15 Updated: Jun-22
Loads recommendation applies also for installation from top position with no restriction of the admissible anchor
position in case of no reinforcement in the related area

Anchor size 8 10
Type HUS4 C, H, HF C, H, HF, A, AF
Minimum and characteristic spacing smin = scr [mm] 4 * db
Minimum and characteristic edge distance cmin = ccr [mm] 4 * db
Minimum group distance amin [mm] 4 * db

Updated: Jun-22 16
 Size Length db=30 [mm] db=35 [mm] db=40 [mm] db=50 [mm]
Anchor
Type [mm] [mm]
tfix,min tfix,max tfix,min tfix,max tfix,min tfix,max tfix,min tfix,max
[mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm]
45 5 10 5 5 - - - -
55 15 20 15 15 - - - -
65 5 30 5 25 5 20 5 10
HUS4- 75 10 40 10 35 10 30 10 20
8
H(F) 85 20 50 20 45 20 40 20 30
100 35 65 35 60 35 55 35 45
120 55 85 55 80 55 75 55 65
150 85 115 85 110 85 105 85 95
60 5 20 5 15 5 10 - -
70 15 30 15 25 15 20 - -
80 5 40 5 35 5 30 5 20
HUS4- 90 10 50 10 45 10 40 10 30
10
H(F) 100 20 60 20 55 20 50 20 40
110 30 70 30 65 30 60 30 50
130 50 90 50 85 50 80 50 70
150 70 110 70 105 70 100 70 90

Setting instructions

*For detailed information on installation see instruction for use given with the package of the product
Installation in Hollow core slabs - example size 10

17 Updated: Jun-22
 Basic loading data for single anchor in pre-stressed Hollow core slab (HCS) for temporary fastening

All data in this section applies to

• Correct setting (see setting instruction)
• Verification of wear of the screw with HUS HRG check gauge is needed

• No edge distance and spacing influence

• Ratio core width / web thickness w/e ≤ 5,3
• Concrete C30/37 to C50/60, uncracked

Installation position for temporary fastening in HCS:

• Top position of the slab is allowed.
• Anchor to be installed within position of ± 10 mm of the thickest
section of the solid part.

Anchor size 10 12 14
Nominal embed-
hnom [mm] 55 / 75 / 85 60 / 80 / 100 65 / 85 / 115
menth depth

Drill hole depth h1 ≥ [mm] hnom + 10 mm

Characteristic resistance: Concrete C30/37

Anchor size 10 12 14
Type HUS4 A, AF, C, H, HF H A, AF, H, HF
Nom. embedment depth hnom [mm] 55 75 85 60 80 100 65 85 115
Characteristic load, Tension NRk [kN] 14,3 22,1 23,6 16,9 24,0 30,1 18,2 26,5 37,6
Characteristic load, Shear VRk [kN] 15,0 25,1 26,4 23,3 28,3 33,3 25,5 31,4 37,0

Design resistance: Concrete C30/37

Anchor size 10 12 14
Type HUS4 A, AF, C, H, HF H A, AF, H, HF
Nom. embedment depth hnom [mm] 55 75 85 60 80 100 65 85 115
Design load, Tension NRd [kN] 9,6 14,7 15,8 11,2 16,0 20,1 12,1 17,7 25,1
Design load, Shear VRd [kN] 10,0 16,7 17,6 15,5 18,8 22,2 17,0 20,9 24,7

Updated: Jun-22 18
Recommended load: Concrete C30/37
Anchor size 10 12 14
Type HUS4 A, AF, C, H, HF H A, AF, H, HF
Nom. embedment depth hnom [mm] 55 75 85 60 80 100 65 85 115
Rec. load, Tension NRec [kN] 6,8 10,5 11,3 8,0 11,4 14,3 8,7 12,6 17,9
Rec. load, Shear VRec [kN] 7,2 12,0 12,6 11,1 13,5 15,9 12,1 15,0 17,6
With overall partial safety factor for action γ = 1,4. The partial safety factors for action depend on the type of loading and shall be taken from
national regulations.

Characteristic resistance: Concrete C45/55

Anchor size 10 12 14
Type HUS4 A, AF, C, H, HF H A, AF, H, HF
Nom. embedment depth hnom [mm] 55 75 85 60 80 100 65 85 115
Characteristic load, Tension NRk [kN] 17,6 27,1 29,0 20,7 29,4 36,9 22,3 32,5 46,1
Characteristic load, Shear VRk [kN] 18,4 25,1 26,4 23,3 28,3 33,3 25,9 31,4 37,0

Design resistance: Concrete C45/55

Anchor size 10 12 14
Type HUS4 A, AF, C, H, HF H A, AF, H, HF
Nom. embedment depth hnom [mm] 55 75 85 60 80 100 65 85 115
Design load, Tension NRd [kN] 11,7 18,1 19,3 13,8 19,6 24,6 14,9 21,7 30,7
Design load, Shear VRd [kN] 12,3 16,7 17,6 15,5 18,8 22,2 17,3 20,9 24,7

Recommended load: Concrete C45/55

Anchor size 10 12 14
Type HUS4 A, AF, C, H, HF H A, AF, H, HF
Nom. embedment depth hnom [mm] 55 75 85 60 80 100 65 85 115
Rec. load, Tension NRec [kN] 8,4 12,9 13,8 9,8 14,0 17,6 10,6 15,5 21,9
Rec. load, Shear VRec [kN] 8,8 12,0 12,6 11,1 13,5 15,9 12,3 15,0 17,6
With overall partial safety factor for action γ = 1,4. The partial safety factors for action depend on the type of loading and shall be taken from
national regulations.

Anchor spacing and edge distance

Anchor size 10 12 14
Type HUS4 A, AF, C, H, HF H A, AF, H, HF

Minimum spacing smin [mm] 40 50 60

Characteristic spacing scr [mm] 3 * hef

Minimum edge distance cmin [mm] 40 50 60

Characteristic edge distance ccr [mm] 1,5 * hef

19 Updated: Jun-22