For Concrete and Masonry - Simpson Strong-Tie

Heavy Duty Fixings 

and Resins 

BEFESTIGUNGSSYS- 

TEME 

For C-SL2008E Concrete 

and Masonry 

C-ANCHORS-13 

+44 (0) 1827 255 600 

www.strongtie.co.uk

We are pleased to present you with the 2013 Anchors for Masonry 

and Concrete product catalogue. 

Testing Innovation and Performance 

Simpson Strong-Tie’s work has led to the creation of many anchor products 

that significantly improve the safety of homes, buildings, and other structures. 

Our state-of-the-art laboratory facilities are constantly testing new and 

existing products to provide you with the best connecting and anchoring 

solutions and with the information you need in order to design with and 

properly install our products. 

Technical Approvals 

Knowing that our products are extensively tested provides you with the 

reassurance that they will perform in the toughest conditions. Many of the 

products contained in this catalogue have been used in the most demanding 

safety-oriented applications such as nuclear power plants. We strive to 

ensure that our products are compliant with the highest European Technical 

Approvals for cracked and non cracked concrete. 

Customer Support 

The quality and variety of our product line provides engineers and 

builders with design flexibility while offering reliable and proven performance. 

In addition, customers can count on our engineering technical support, 

experienced field representatives and training programs. 

www.strongtie.co.uk 

European Technical Approval 

Telephone: 01827 255600 | Visit: www.strongtie.co.uk 

2

CONTENTS 

Page 

Expansion and Undercut Anchor Systems 

WA, BOAX-II THROUGHBOLT 6-13 

Adhesive Anchor Systems 

POLY-GP 14-15 

AT-HP 16-18 

SET-XP 19-21 

KLS & KLP 22-25 

LMAS THREADED STUD 27 

C-ANCHORS-2013 © SIMPSON STRONG-TIE ® 

Accessories 

Applicator Guns, Brushes, Nozzles, Sleeves 26-27 

Simpson Strong-Tie ® reserves the right to change specifications, designs, and models without notice or liability for such changes. 

3

ANCHOR SELECTION GUIDE 

Page 

Anchoring 

Principle 

Cracked 

Concrete 

Non-Cracked 


Hollow 

Masonry 

Type 

BOAX-II 8 • • 

WEDGE ANCHOR 6 • 

UNDERCUT ANCHOR 14 • • 

POLY-GP 18 • 

AT-HP 20 • • 

SET-XP 23 • • 

Expansion Anchor Systems Adhesive Anchor Systems Undercut Anchor Systems 

This type of anchor transfers load into 

the base material through friction grip 

that is established between the 

anchor’s expansion sleeve and the 

sidewalls of the drilled hole. 

This occurs when the anchor is set and 

the cone is drawn into the expansion 

sleeve. Expansion anchors pro vide a 

reliable and economical fixing system. 

This type of anchor consists of a chemical 

mortar and a threaded metal stud. After 

installation a chemical reaction takes place 

that secures the stud in place and the 

chemical bonds to the sidewalls of the drilled 

hole. 

This system does not produce expansion 

forces, and therefore allows for smaller edge 

distances and spacings. 

This type of anchor transfers load into the base 

material through mechanical interlock with an 

undercut that is formed in the base material. 

The undercut can be formed before or during 

setting of the anchor. 

These systems have very high reliability and 

performance. 

Tension Zone Anchor 

This anchor is suitable 

and approved for use 

in cracked (tension 

zone) and non-cracked 

(compression zone) 

concrete. 

Compression Zone 

Anchor 


and approved for 

use in non-cracked 

(compression zone) 

concrete. 

Hollow Masonry 



in solid masonry 

meet ing DIN 1053. 

Solid Masonry 



in solid masonry 

meet ing DIN 1053. 

European 

Technical Approval 

This anchor has 

been approved 

for construction 

applications in 

accordance with 

European Technical 

Approval Guidelines 

(ETAG). 

European 

Conformity Mark 

This product meets 

the requirements 

of the European 

Technical Approval and 

can be used without 

restriction in the 

European Union. 

4

ANCHOR SELECTION GUIDE 

Solid 

Masonry 

ETA-Approval 

Fire 

Resistance 

Sprinklers 

Steel, 

Zinc Plated 

Load Range 

Calculation 

Software 

Corrosion 

Resistance 

European Technical Approval 

Option 1 • • • 

Option 7 

Option 1 • • • 

• Masonry • 

• 

Option 8, Masonry 

and Rebar 

Option 1 

• 

• 

• 

1.8–21.4 

kN 

3.4–26.7 

kN 

2.4–30.8 

kN 

0.3–0.7 

kN 

9.1–54.8 

kN 

5.4–57.4 

kN 

• • 

• 

• 

• • 

• • 

• 

Corrosion Resistance 

Approved Anchors 


Corrosion is the destruction of metal through chemical or 

electrochemical attack by the environment. In most indoor 

conditions carbon steel anchors with zinc plating provide sufficient 

corrosion resistance. Stainless steel (A4) anchors are usually 

suitable for outdoor or damp indoor conditions. Stainless steel 

anchors with special corrosion resistant properties are necessary 

for aggressive conditions such as roadway tunnels or chloride 

atmospheres. 

To ensure that an anchor is capable of resisting the intended external 

loads, the anchor must be suitable for the intended application and 

installed in accordance with the manufacturer’s recommended 

installation instructions. 

Anchors with independent technical approvals (such as DIBt or ETA) 

have demonstrated suitable behavior and performance 

for use in construction applications. 

Fire Resistance 

Suitable for use in fire 

protection applications. 

This anchor meets the 

requirements of VdS 

CEA 4001. 

Available in carbon steel, 

zinc plated and blue 

passivated. 

Permissible tension load. 

Calculation software. 

Corrosion Resistance. 

5

WA THROUGHBOLT 

ETA Option 7 Approved throughbolt for simple and 

economical applications. 

The WA Throughbolt range. Providing an economical yet 

high performance fixing for installations with small space 

and edge distances in non-cracked concrete. 

Features and Benefits: 

• ETA Option 7 Approved (Non-Cracked Concrete) 

• Wide range of sizes from M6 to M20 

• M6 to M10 sizes require 100mm concrete thickness 

• High load capacity 

• Optimised design for fast installation 

• Suitable for small spacings between anchors 

• Suitable for small edge distances 

• Economical cost 

90° 

Drill hole Clean hole (blowing) Insert anchor through the 

fixture 

Apply recommended 

installation torque with a 

calibrated torque wrench 

6

Expansion Anchor Systems 

WA THROUGHBOLT 

ETA - 11/0080 

Material: Carbon Steel, Zinc Plated and Passivated 

Thread size M6 M8 M10 M12 M16 M20 (4) 

Effective embedment depth (h ef 

) [mm] 40 45 50 65 80 100 

Model WA 6/… WA 8/… WA 10/… WA 12/… WA 16/… WA 20/… 

Recommended tension loads for single anchors with no edge distances or spacings 

1) 5) 

N rec 

concrete 3) C40/50 [kN] 5.0 8.1 10.7 17.8 24.3 19.9 

C20/25 [kN] 4.3 5.7 7.6 12.6 17.2 19.9 

Non-cracked C30/37 [kN] 4.6 7.0 9.3 15.4 21.0 19.9 

C50/60 [kN] 5.3 8.9 11.8 19.5 26.7 19.9 

Recommended shear load for single anchors with no edge distances or spacings 

1) 2) 

V rec 

Non-cracked 

concrete 3) 

C20/25 [kN] 3.4 5.4 8.5 14.3 26.9 26.7 

C30/37 [kN] 3.4 5.4 9.7 14.3 26.9 26.7 

C40/50 [kN] 3.4 5.4 9.7 14.3 26.9 26.7 

C50/60 [kN] 3.4 5.4 9.7 14.3 26.9 26.7 

1. The recommended loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s) and with a partial safety factor for actions of γᵧF=1.4. The loading figures 

are valid for unreinforced concrete and reinforced concrete with a rebar spacing s ≥ 15 cm (any diameter) or with a rebar spacing s ≥ 10 cm, if the rebar diameter is 10 mm or smaller. 

2. The figures for shear are based on a single anchor without influence of concrete edges. For anchorages close to edges (c ≤ max [10 hef; 60d]) the concrete edge failure shall be checked per 

ETAG 001, Annex C, design method A. 

3. Concrete is considered non-cracked when the tensile stress within the concrete is σσ L + σσ R ≤ 0. In the absence of detailed verification σσ R = 3 N/mm² can be assumed (σσ L equals the tensile 

stress within the concrete induced by external loads, anchors loads included). 

4. Not included in the approval ETA-11/0080 - Option 7. 

5. For combined tension and shear loads or anchor groups and/or in case of edge influence, a calculation per ETAG 001, Annex C, design method A shall be performed. For details see 

ETA - approval(s). 

With Hex Nut and Washer - Material: Carbon Steel, Zinc Plated and Blue Passivated 


Type 

Item 

Code 

WA 6/5 (M6 x 60) WA06060 • 

ETA 

Thread Size 

Ø × Depth of 

Drilled Hole 

Max. Fixture 

Thickness 

Ø Fixture 

Hole 

Eff. Embedment 

Depth 

Length 

Thread 

Length 

d o 

x h 1 

t fix 

d f 

h ef 

L F 

mm mm mm mm mm mm 

WA 6/10 (M6 x 65) WA06065 • 10 65 30 100 

M6 6 x 55 

7 40 

WA 6/20 (M6 x 75) WA06075 • 20 75 35 100 

5 

Box 

Qty 

60 30 100 

WA 6/30 (M6 x 85) WA06085 • 30 85 40 100 

WA 8/5 (M8 x 68) WA08068 • 

WA 8/30 (M8 x 93) WA08093 • 30 93 50 50 

M8 8 x 65 

9 45 

WA 8/40 (M8 x 103) WA08103 • 40 103 50 50 

5 

68 40 50 

WA 8/10 (M8 x 73) WA08073 • 10 73 45 50 

WA 8/20 (M8 x 83) WA08083 • 20 83 45 50 

WA 8/50 (M8 x 113) WA08113 • 50 113 60 50 

WA 8/70 (M8 x 133) WA08133 • 70 133 85 50 

WA 8/100 (M8 x 163) WA08163 • 100 163 100 50 

WA 10/5 (M10 x 78) WA10078 • 

WA 10/30 (M10 x 103) WA10103 • 30 103 50 50 

M10 10 x 70 

12 50 

WA 10/40 (M10 x 113) WA10113 • 40 113 60 50 

5 

78 40 50 

WA 10/10 (M10 x 83) WA10083 • 10 83 40 50 

WA 10/20 (M10 x 93) WA10093 • 20 93 50 50 

WA 10/50 (M10 x 123) WA10123 • 50 123 60 50 

WA 10/70 (M10 x 143) WA10143 • 70 143 70 50 

WA 10/100 (M10 x 173) WA10173 • 100 173 80 50 

WA 12/5 (M12 x 104) WA12104 • 

WA 12/50 (M12 x 149) WA12149 • M12 12 x 90 

50 14 65 

149 100 25 

5 

104 60 25 

WA 12/10 (M12 x 109) WA12109 • 10 109 60 25 

WA 12/20 (M12 x 119) WA12119 • 20 119 70 25 

WA 12/30 (M12 x 129) WA12129 • 30 129 70 25 

WA 12/40 (M12 x 139) WA12139 • 40 139 80 25 

WA 12/80 (M12 x 179) WA12179 • 80 179 110 25 

WA 12/100 (M12 x 199) WA12199 • 100 199 110 25 

WA 12/120 (M12 x 219) WA12219 • 120 219 125 25 

WA 12/140 (M12 x 239) WA12239 • 140 239 125 25 

WA 12/160 (M12 x 259) WA12259 • 160 259 125 20 

WA 16/30 (M16 x 151) WA16151 • 

WA 16/80 (M16 x 201) WA16201 • M16 16 x 110 

80 18 80 

201 100 10 

30 

151 80 20 

WA 16/50 (M16 x 171) WA16171 • 50 171 80 20 

WA 16/100 (M16 x 221) WA16221 • 100 221 100 10 

WA 16/140 (M16 x 261) WA16261 • 140 261 110 10 

WA 20/30 (M20 x 173) WA20173 - 

WA 20/50 (M20 x 193) WA20193 - 50 193 100 10 

M20 20 x 130 

22 100 

WA 20/80 (M20 x 223) WA20223 - 80 223 125 10 

30 

173 100 10 

WA 20/120 (M20 x 263) WA20263 - 120 263 150 10 

Spacing, Edge Distance and Member Thickness 

M6 M8 M10 M12 M16 M20 (4) 

Effective Embedment Depth h ef mm 40 45 50 65 80 100 

Characteristic Spacing S cr,N mm 120 135 150 195 240 300 

Minimum Spacing S min mm 30 40 50 70 90 120 

Characteristic Edge Distance Ccr,N mm 60 67.5 75 97.5 120 150 

Minimum Edge Distance C min mm 40 40 50 70 90 120 

Minimum Member Thickness h min mm 100 100 120 140 170 180 

7

THROUGHBOLT BOAX-II 

For simple and economical applications. BOAX-II is 

ETA Option 1 approved. 

Function: Application of the installation torque draws the cone end of 

the stud into the expansion clip. The expansion clip expands and 

develops a frictional grip with the sidewalls of the hole. This gives the 

anchor its resistance to tension loads. 

Benefits: 

• Economical anchor for medium-duty loads 

• Approved for use in cracked and non-cracked concrete 

8


BOAX-II ETA - 08/0276 

CONSTRUCTION: 

BoAX-II 

with hex nut and washer 

MATERIAL: 

Carbon steel, zinc plated and blue passivated 

A4 stainless steel 

R 120 

BASE MATERIAL: 

Cracked and non-cracked concrete: C20/25 to C50/60 (B25 to B55) 

Also suitable for high density natural stones (σ D 

≥ 25 N/mm 2 ) 

APPROVALS: 

ETA-08/0276 - Option 1: M8-M16, carbon steel, zinc plated 

ETA-08/0276 - Option 1: M8-M16, A4 stainless steel 

LOAD RANGE: 

Tension: 

Shear: 

N perm 

= 1.8 - 21.4 [kN] 

V perm 

= 1.8 - 22.4 [kN] 

PRODUCT RANGE: 

BoAX-II: M8 - M16, carbon steel, zinc plated and blue passivated 

BoAX-II A4: M8 - M16, A4 stainless steel 

APPLICATIONS: 

Steel construction 

Railing 

Brackets 

Facades 

Cable trays 

Ladders 

BENEFITS: 

Economical anchor for medium duty loads 

Less drilling effort: Anchor diameter = Drill bit diameter 

PRODUCT DESCRIPTION: 

The throughbolt anchor is installed through the fixture 

Torquing draws the cone end of the stud into the expansion clip. The expansion clip expands and 

develops a frictional grip with the sidewalls of the hole. 


INSTALLATION: 

Through-fix installation 

90° 

Drill hole Clean hole (blowing) Insert anchor 

through fixture 

Apply recommended 

fastening torque with a 

calibrated torque-wrench 

9


BOAX-II 

Carbon steel, zinc plated 

THROUGHBOLT BOAX-II 

With hex nut and washer 

Material: Carbon steel, zinc plated and blue passivated 

Approval: ETA-08/0276 (M8 - M16) - Option 1 

Type 

Order Code 

Thread 

Size 

Ø x 

Depth of 

Drilled Hole 

Max. 

Fixture 

Thickness 

Ø Fixture 

Hole 

Eff. 

Embedment 

Depth 

Total 

Length 

d o x h 1 t fix d f h ef L f 

Thread 

Length Weight Box 

Quantity 

[mm] [mm] [mm] [mm] [mm] [mm] [mm] [kg/100 pcs] [pcs] 

BoAX-II 8/10 BOAXII08045010 M8 8 x 60 10 9 45 72 32 2.91 50 



















10


BOAX-II TECHNICAL DATA 

Carbon steel, zinc plated 

Permissible loads for single anchors with no influencing edge distances or spacings. Loads are calculated using partial safety 

factors from ETAG 001 and the characteristic anchor and installation data from this catalogue. 

Design calculations shall follow the requirements of ETA-08/0276. 

Material: Carbon steel, zinc plated and blue passivated 

Thread size M8 M10 M12 M16 

Effective embedment depth (h ef ) [mm] 45 60 70 85 

Type BoA-... BoAX-II 8/… BoAX-II 10/… BoAX-II 12/… BoAX-II 16/… 

1) 4) 

Permissible tension loads 

N perm 

Cracked 


C20/25 [kN] 2.0 3.6 4.8 9.5 

C30/37 [kN] 2.2 4.0 5.3 10.5 

C40/50 [kN] 2.4 4.3 5.8 11.4 

C50/60 [kN] 2.6 4.6 6.1 12.2 

Non-cracked C20/25 [kN] 3.6 6.3 7.9 16.7 

concrete 3) C30/37 [kN] 3.9 6.9 8.7 18.4 

C40/50 [kN] 4.3 7.6 9.5 20.0 

C50/60 [kN] 4.6 8.1 10.1 21.4 

1) 2) 4) 

Permissible shear loads 

V perm 

Cracked 


C20/25 [kN] 4.8 8.7 11.0 21.0 

C30/37 [kN] 4.8 8.7 11.0 21.0 

C40/50 [kN] 4.8 8.7 11.0 21.0 

C50/60 [kN] 4.8 8.7 11.0 21.0 


concrete 3) C30/37 [kN] 4.8 8.7 11.0 21.0 

C40/50 [kN] 4.8 8.7 11.0 21.0 

C50/60 [kN] 4.8 8.7 11.0 21.0 

Permissible bending moments 1) 

4) 

M zul [Nm] 10.0 22.9 34.3 88.6 

Spacings, edge distances and member thicknesses 

Effective embedment depth h ef [mm] 45 60 70 85 

Characteristic spacing 4) s cr,N [mm] 135 180 210 255 

Minimum spacing s min [mm] 50 55 60 70 

Characteristic edge distance 4) c cr,N [mm] 68 90 105 128 

Minimum edge distance c min [mm] 50 50 55 85 

Minimum member thickness h min [mm] 100 120 140 170 

Installation data 

Drill hole diameter d 0 [mm] 8 10 12 16 

Drill hole depth h 1 [mm] 60 75 90 110 

Clearance hole in the fixture d f [mm] 9 12 14 18 

Width across flats sw [mm] 13 17 19 24 

Installation torque T inst [Nm] 20 35 50 120 

Installed anchor 

L 

f 

sw 

Tinst 


d0 

1) The permissible loads have been calculated using the partial safety factors for resistances stated in the ETA-approval and a partial safety factor for 

actions of γ F = 1.4. 

The permissible loads are valid for unreinforced concrete and reinforced concrete with a rebar spacing s ≥ 15 cm and reinforced concrete with a rebar 

2) The permissible shear loads are based on a single anchor without influencing concrete edges. For shear loads applied close to an edge (c < 10 h ef or < 

60 d) concrete edge failure must be checked per ETAG 001, Annex C, design method A. 

3) Concrete is considered non-cracked when the tensile stress within the concrete is σ L + σ R ≤ 0. In the absence of detailed verification σ R = 3 N/mm 2 can 

be assumed (σ L equals the tensile stress within the concrete as a result of external loads, forces on anchors included). 

4) For combined tension and shear loads or anchor groups and/or in case of edge influence, a calculation per ETAG 001, Annex C, design method A 

shall be performed. For details see ETA - approval(s). 

h 

min 

h 

1 

h 

ef 

t fix 

df 

11


BOAX-II 


THROUGHBOLT BOAX-II A4 

With hex nut and washer 

Material: A4 stainless steel 

Approval: ETA-08/0276 (M8 - M16) - Option 1 

Type 

Order Code 

Thread 

Size 

Ø x 

Depth of 

Drilled Hole 

Max. 

Fixture 

Thickness 

Ø Fixture 

Hole 

Eff. 

Embedment 

Depth 

Total 

Length 

Thread 

Length 

d o x h 1 t fix d f h ef L f 

Weight 

Box 

Quantity 

[mm] [mm] [mm] [mm] [mm] [mm] [mm] [kg/100 pcs] [pcs] 

BoAX-II 8/10 A4 BOAXII08045010A4 M8 8 x 60 10 9 45 72 32 2.9 50 






BoAX-II10/50 A4 BOAXII10060050A4 M10 10 x 75 50 12 60 132 87 7.9 25 









12


BOAX-II TECHNICAL DATA 


Permissible loads for single anchors with no influencing edge distances or spacings. Loads are calculated using partial safety 

factors from ETAG 001 and the characteristic anchor and installation data from this catalogue. 

Design calculations shall follow the requirements of ETA-08/0276. 

Material: A4 stainless steel 

Thread size M8 M10 M12 M16 

Effective embedment depth (h ef ) [mm] 45 60 70 85 

Type BoA-... BoAX-II 8/… BoAX-II 10/… BoAX-II 12/… BoAX-II 16/… 

Permissible tension loads 1) 

N perm 

Cracked 


C20/25 [kN] 2.0 3.6 4.8 9.5 

C30/37 [kN] 2.2 4.0 5.3 10.5 

C40/50 [kN] 2.4 4.3 5.8 11.4 

C50/60 [kN] 2.6 4.6 6.1 12.2 


concrete 3) C30/37 [kN] 3.9 6.9 8.7 18.4 

C40/50 [kN] 4.3 7.6 9.5 20.0 

C50/60 [kN] 4.6 8.1 10.1 21.4 

1) 2) 

Permissible shear loads 

V perm 

Cracked 


C20/25 [kN] 5.2 8.1 11.9 22.4 

C30/37 [kN] 5.2 8.1 11.9 22.4 

C40/50 [kN] 5.2 8.1 11.9 22.4 

C50/60 [kN] 5.2 8.1 11.9 22.4 


concrete 3) C30/37 [kN] 5.2 8.1 11.9 22.4 

C40/50 [kN] 5.2 8.1 11.9 22.4 

C50/60 [kN] 5.2 8.1 11.9 22.4 

Permissible bending moments 1) 

4) 

M zul [Nm] 10.5 21.4 37.6 95.2 


Effective embedment depth h ef [mm] 45 60 70 85 

Characteristic spacing 4) s cr,N [mm] 135 180 210 255 

Minimum spacing s min [mm] 50 55 60 70 

Characteristic edge distance 4) c cr,N [mm] 68 90 105 128 

Minimum edge distance c min [mm] 50 50 55 85 

Minimum member thickness h min [mm] 100 120 140 170 


Drill hole diameter d 0 [mm] 8 10 12 16 

Drill hole depth h 1 [mm] 60 75 90 110 

Clearance hole in the fixture d f [mm] 9 12 14 18 

Width across flats sw [mm] 13 17 19 24 

Installation torque T inst [Nm] 20 35 50 120 


L 

f 

sw 

Tinst 


d0 

1) The permissible loads have been calculated using the partial safety factors for resistances stated in the ETA-approval and a partial safety factor for 

actions of γ F = 1.4. 

The permissible loads are valid for unreinforced concrete and reinforced concrete with a rebar spacing s ≥ 15 cm and reinforced concrete with a rebar 

2) The permissible shear loads are based on a single anchor without influencing concrete edges. For shear loads applied close to an edge (c < 10 h ef or < 

60 d) concrete edge failure must be checked per ETAG 001, Annex C, design method A. 

3) Concrete is considered non-cracked when the tensile stress within the concrete is σ L + σ R ≤ 0. In the absence of detailed verification σ R = 3 N/mm 2 can 

be assumed (σ L equals the tensile stress within the concrete as a result of external loads, forces on anchors included). 

4) If spacings or edge distances become smaller than the characteristic values (i.e. s ≤ s cr,N 

and/or c ≤ c cr,N 

) a calculation per ETAG 001, Annex C, design 

method A must be performed. 

h 

min 

h 

1 

h 

ef 

t fix 

df 

13

POLY-GP 

CHEMICAL ANCHOR SYSTEM 

Styrene free general purpose resin. 

POLY-GP is a 

styrene-free 

polyester resin 

specially formulated 

for light or medium 

duty fixings in 

hollow or solid base 

materials. 

Easy to use and fast 

curing, it enables 

good performance 

when used in 

applications such as 

fixing architectural 

steelwork, cable 

trays, hand rails and 

gates. 

• Styrene free. 

• Use in solid or 

hollow masonry 

products. 

• Non-flammable. 

14

Adhesive Systems 

POLY-GP 

POLY-GP is a styrene-free polyester resin specially formulated to light or medium duty fixings in hollow or 

solid base materials. It's easy to use and fast curing. It enables good performance when used in basic jobs 

such as fixing a shutter, a satelllite dish, a boiler, shelves or a gate. 

POLY-GP is non-flammable product. 

Cartridges available are adapted to the needs of anyone who has a universal manual dispensing tool (such as 

a silicone dispensing tool) with the 300 ml cartridge. 

DAZ 0816/1 

Reference 

Contents 

POLY-GP300-UK 

300 ml 

Two mixers are supplied with each cartridge. 

BENEFITS: 

• Fast curing 

• Low odour 

• Non-flammable product 

• Good performance in hollow and solid base material 

CERTIFICATION: SOCOTEC Hollow blocks DAZ 0816/1 

MATERIAL: 

Hollow or solid bricks 

APPLICATIONS: 

• Blinds 

• Hinges 

• Air-conditioners 

• Satellite dishes 

• Boilers 

POLY-GP 

300 ml 

Beige 

Colour 

CURING SCHEDULE: 

Let anchor fully cure without disturbing 

Temp. of Resin °c Temp. of Support °c Working Time Curing time 

+5°c -5°c 25 mins 4 h 

+5°c 0°c 15 mins 3 h 

+5°c +5°c 12 mins 2 h 30 mins 

+10°c +10°c 8 mins 1 h 15 mins 

+15°c +15°c 7 mins 55 mins 

+20°c +20°c 4 mins 30 mins 

+30°c +30°c 2 mins 20 mins 

Working Loads 

Working loads limit performance details have been determined from minimal values of tests carried out in 

Laboratories. Those minimal values take into account a minimal safety of 4 (SOCOTEC-DAZ 0816/1). 

Strength limits take into account the position of the anchors in the material and the respect of the installation 

instructions. For hollow materials of unknown resitance, tests on construction sites are necessary 

(according to BS 8539). 

Tension Hollow block (kN) Hollow concrete (kN) 

Threaded Rod (M8 - M10 - M12) 0.6 0.9 

Shear Hollow block (kN) Hollow concrete (kN) 

Threaded Rod (M8 - M10 - M12) 1.5 1.5 

LMAS 

Zinc-plated steel 

See page 31. 

Graduated mixer MN1 

Sleeve SH 

See Page 30 

Installation Data 


Material 

Threaded Rod 

diam xL (mm) 

Drill diam 

(mm) 

Sleeve 

diam xL (mm) 

Drill depth 

(mm) 

Tightening 

torque (Nm) 

Number of 

pressure 

Hollow block M8x140 16 16x85 90 4 8 



Hollow concrete M8x160 16 16x130 135 4 13 



Safety and environment 

We care about developing products that are user-safe and environmentally respectful 

when properly handled and disposed of. Once empty, dispose of this cartridge in a 

hazardous waste disposal skip. 

Xi irritant O Oxidising 

Observe these safety precautions (Contains dibenzoyl peroxide): 

R52/53 Harmful to aquatic organisms, may cause long-term adverse effects in the aquatic environment (A). 

R43 May cause sensitisation by skin contact (B). R7 May cause fire (B). S3/14 Keep in a cool place away 

from-combustible or reducing materials-acids-oxidation catalysts (B). S36/37/39 Wear suitable protective 

clothing, gloves and eye/face protection (B). S7 Keep container tightly closed (B). S60 This material and its 

container must be disposed of as hazardous waste (B). 

15

AT-HP 

HIGH PERFORMANCE 

Methacrylate resin for threaded rod and rebar. 

AT-HP is a styrene 

free methacrylate 

resin suitable for 

high performance 

fixing applications 

of threaded rod and 

rebar into concrete 

(ETA approved for 

each application). 

Easy to dispense 

and fast curing, 

specially designed 

for structural fixings 

and construction 

uses. 

Applications for 

metallic racking or 

work in reinforced 

concrete. 

• ETA approve for 

masonry and 

rebar. 

• Fast curing. 

• Low odour. 

• Non-flammable. 

• High 

performance 

in threaded 

rod and rebar 

connections. 

16


AT-HP TECHNICAL DATA 

ETA - 11/0139, ETA-13/0416, ETA-11/0150, ETA-11/0151 

AT-HP is a styrene free methacrylate resin suitable for high performance fixing applications of threaded rod 

and rebar into concrete (double ETA). Easy to dispense and fast curing, specially designed for structural 

fixings and very technical construction sites. Applications for metallic racking or for work in reinforced 

concrete. 

Cartridges available are adapted to the needs of a craftsman who uses from time to time chemical anchors 

(such as a peeler cartridge 160 ml with a silicone gun) or to the needs of a professional 

accustomed to chemical fixing and who uses a coaxial cartridge in 380 ml. 

ETA-13/0416 

ETA-11/0150 

ETA-11/0151 

ETA-11/0139 

Reference 

Contents 

AT-HP 

160 ml 

AT-HP 

280 ml 

AT-HP160-UK 

160 ml 

AT-HP280-UK 

280 ml 

AT-HP380-UK 

380 ml 


BENEFITS: 

• Fast curing 

• low odour 

• Non-flammable 

MATERIAL: 

Non-Cracked Concrete 

Solid Bricks 

Hollow Blocks 

AAC Blocks 

AAC Blocks 

APPLICATIONS: 

• Threaded rod and rebar connections 

• Racking 

• Balconies 

• Facade 

CERTIFICATION: 

AT-HP 

380 ml 

Grey 

WRAS 

MA3404/E 

0706528 



Temperature of Anchorage Base 

T anchorage base 

Working Time 

t gel 

Curing Time 

t cure 

Graduated mixer MN1 


-5°C 45 min 9 h 

0°C 15 min 4 h 

+5°C 12 min 1 h 30 min 

+10°C 9 min 60 min 

+20°C 4 min 30 min 

+30°C 1 min 20 min 

Note: temperature of the resin ≥ 5°C. 

METHOD OF CLEANING HOLES IN 

SOLID BASE MATERIALS: 

Normal diameter 

Method of cleaning hole 

All diameter 

2 blow 

+ 2 brush 

+ 2 blow 

+ 2 brush 

+ 2 blow 

17


AT-HP TECHNICAL DATA 

Material: Carbon steel, Grade 5.8, zinc plated and blue passivated; A4-70 stainless steel / AT-HP TM 

TECHNICAL DATA FOR THREADED ROD FOR FIXINGS IN CONCRETE 

Installation parameters 

M8 M10 M12 M16 M20 

Drill hole diameter, d 0 

mm 10 12 14 18 22 

Drill hole depth, h 0 

mm 64 96 80 120 96 144 128 192 160 240 

Clearance hole in the fixture, d f 

mm 9 12 14 18 22 

Width across flats, sw mm 13 17 19 24 30 

Installation torque, T inst 

Nm 10 20 40 80 150 


M8 M10 M12 M16 M20 

Effective embedment depth, h ef 

mm 64 96 80 120 96 144 128 192 160 240 

Characteristic spacing 4) , s cr,N 

mm 128 192 160 240 192 288 256 384 320 480 

Minimum spacing, s min 

mm 35 48 40 60 48 72 64 96 80 120 

Characteristic edge distance 4) , c cr,N 

mm 64 96 80 120 96 144 128 192 160 240 

Minimum edge distance, c min 

mm 35 48 40 60 48 72 64 96 80 120 

Minimum member thickness, h min 

mm 100 130 110 150 130 175 160 225 200 280 

Recommended loads Steel 

C24/25 

C30/37 

C40/50 

C50/60 

C20/25 

C30/37 

C40/50 

C50/60 

Tension N rec 

kN 

1) 3) 

M8 8) M10 8) M12 M16 M20 

h ef 64 96 80 120 96 144 128 192 160 240 

9.1 9.1 14.3 14.4 19.0 19.0 28.6 38.8 35.7 54.8 

Shear 5) V rec 4.5 4.5 7.2 7.2 10.4 10.4 19.4 19.4 30.3 30.3 

BENDING MOMENT M rec Nm 9.0 9.0 18.6 18.6 32.4 32.4 82.4 82.4 160.5 160.5 

Recommended loads A4 1) 3) M8 8) M10 8) M12 M16 M20 

C24/25 

C30/37 

C40/50 

C50/60 

C20/25 

C30/37 

C40/50 

C50/60 

Tension N rec 

kN 

h ef 64 96 80 120 96 144 128 192 160 240 

9.8 9.8 14.3 15.4 19.0 22.2 28.6 41.4 35.7 54.8 

Shear 5) V rec 5.9 5.9 9.3 9.3 13.5 13.5 25.2 25.2 39.3 39.3 

BENDING MOMENT M rec Nm 11.9 11.9 23.8 23.8 42.1 42.1 106.7 106.7 207.9 207.9 

L 

sw 

inst 

T 

LMAS 


See page 31 

0 

d 

f 

d 

0 ef fix 

h = h t 

min 

h 

NOTES : 

1. Steel failure decisive. 

2. The design resistances have been 

calculated using the partial safety 

factors for resistances stated in ETAapprovals(s). 

3. The recommended loads have been 

calculated using the partial safety factors 

for resistances stated in ETA-approval(s) 

and with a partial safety factor for actions 

of ᵧf=1.4. 

4. The load figures are valid for reinforced 

concrete with a rebar spacing ≥ 15cm 

(any diameter) or with a rebar spacing 

≥ 15cm if the rebar diameter is 10mm 

or smaller. 

5. The figures for shear are based on 

a single anchor without influence of 

concrete edges. For anchorages close 

to the edges (c ≤ hef 60d) the concrete 

edge failure shall be calculated per ETAG 

001, Annex C, design method A. 

6. Concrete is considered non-cracked 

when the tensile stress within the 

concrete is σ L +σ R ≤ 0. In the absence 

of detailed verification σ R = 3 N/mm 2 can 

be assumed (σ L equals the tensile stress 

within the concrete induced by external 

loads, anchors loads included). 

7. For combined tension and shear loads 

or anchor groups and/or in the case of 

edge influence, a calculation per ETAG 

001, Annex C, design method A shall 

be performed. For details see the ETAapproval(s). 

8. Load values for carbon steel hot dip 

galvanised for threaded studs with 

undersized threads acc EN ISO 10684: 

M8: N rk / N rd / N Rec = 16.5 / 11.1 / 7.9 kN V rk / V rd / V rec = 8.4 / 5.6 / 4.0 kN 

M10: N rk / N rd / N Rec = 26.7 / 17.9 / 12.8 kN V rk / V rd / V rec = 13.5 / 9.0 / 6.4 kN 

18

SET-XP 

PURE EPOXY 

Seismically approved, pure epoxy adhesive. 

Set-XP is a high 

strength epoxy 

injection adhesive 

for fastening heavy 

structural fixings in 

cracked and noncracked 

concrete. 

It's high bond 

strength and nonshrinking 

formula 

are suitable for use 

in oversized or wet 

holes. 

• ICC-ES approved 

for cracked 

concrete. 

• ETA option 1 

approved. 

• Extended 

working time. 

• High bond 

strength. 

• Non-shrinking 

formula. 

• Seismically 

approved. 

19


SET-XP TECHNICAL DATA 

ETA - 11/0360 

SET-XP is a pure epoxy resin suitable for heavy threaded rod fixing applications in both cracked and noncracked 

concrete (ETA Option 1). It's specially designed for highly technical and structural fixings. This 

solution is perfect for large diameters and applications in hot weather countries. SET-XP is tested in seismic 

conditions. 

Cartridges available (650 ml) perfectly adapted for big job sides. 

Reference Contents Weight Qty. Box Qty. Outer-box Unit Bar Code 

SET-XP650-UK 650 ml 1,1 kg 10 10 3523140538402 


BENEFITS: 

• ETA and ICC-ES for cracked concrete (option 1) 

• Extended working time 

• High-bond strength 

• Non-shrinking 

• Suitable for wet holes 

• Easy storage in hot weather countries 

MATERIAL: 

Cracked or non-cracked concrete 

APPLICATIONS: 

• Heavy structural fixings into cracked or noncracked 

concrete 

• Oversized holes 

CERTIFICATION: 

• ICC-ES for cracked concrete 

• ETA 11-0360 (Option 1) 

SET-XP 

650 ml 

Teal 

colour 

Tested according to 

ACI 355.2. 

ICC-ES ESR-2508 

NSF/ANSI Std. 61 

LMAS 


See page 31. 



T °C Working time Curing time 6) 

10 60 min 72 h 

21 45 min 24 h 

32 25 min 24 h 

43 12 min 24 h 

METHOD OF CLEANING HOLES: 

Normal diameter 

Method of cleaning hole 

All diameter 

Clean hole by brushing and 

blowing alternately with 

oil-free compressed air at 

minimum 5.5 bar: 2x blow, 

4x brush, 2x blow. 

Mixer MN2 

20


SET-XP TECHNICAL DATA 

Material: Carbon steel, Grade 5.8, zinc plated and blue passivated; A4-70 (≤M24) and A4-50 (>M24) stainless steel / SET-XP TM 

Installation parameters 


M12 M16 M20 M24 M27 

Drill hole diameter, d 0 

mm 14 18 24 28 30 

Drill hole depth, h 0 

mm 70 240 80 320 90 400 100 480 110 540 

Clearance hole in the fixture, d f 

mm 14 18 22 26 30 

Width across flats, sw mm 19 24 30 36 41 

Installation torque, T inst 

Nm 40 60 80 100 120 

M12 M16 M20 M24 M27 

Effective embedment depth, h ef 

mm 70 240 80 320 90 400 100 480 110 540 

Characteristic spacing 4) , s cr,N 

mm 210 720 240 960 270 1200 300 1440 330 1620 

Minimum spacing, s min 

mm 45 60 70 80 90 

Characteristic edge distance 4) , c cr,N 

mm 105 360 120 480 135 600 150 720 165 810 

Minimum edge distance, c min 

mm 80 100 115 135 155 

Minimum member thickness, h min 

mm 100 270 116 356 138 448 156 536 170 600 

Recommended values for resistance to tension and shear loads 

M12 M16 M20 M24 M27 

h ef 70 240 80 320 90 400 100 480 110 540 

Steel A4 Steel A4 Steel A4 Steel A4 Steel A4 Steel A4 Steel A4 Steel A4 Steel A4 Steel A4 

Permissible tension loads 1) , for Temperature range: I 5) in Cracked concrete 3) ≥ C20/25, N perm 

kN 5.4 5.4 18.4 18.4 6.1 6.1 24.6 24.6 5.7 5.7 25.6 25.6 7.6 7.6 36.9 36.9 9.5 9.5 46.7 46.7 

Permissible tension loads 1) , for Temperature range: I 5) in Non-cracked concrete 3) ≥ C20/25, N perm 

kN 10.0 10.0 20.0 22.5 12.3 12.3 37.6 42.0 14.6 14.6 58.5 65.6 17.1 17.1 84.2 94.3 19.8 19.8 109.0 57.4 

Permissible shear loads 1)2) for Temperature range: I 5) in Cracked concrete 3) ≥ C20/25, V perm 

kN 12.0 13.7 12.0 13.7 17.2 17.2 22.2 25.1 16.1 16.1 34.8 39.3 21.6 21.6 50.2 56.7 26.6 26.6 65.7 34.5 

NOTES : 

1) 

The permissible loads have been calculated 

using the partial safety factors for 

resistances stated in the ETA-approvals 

and a partial safety factor for actions of 

γ F 

= 1.4. The permissible loads are valid 

for unreinforced concrete and reinforced 

concrete with a rebar spacing s ≥ 15 

cm and reinforced concrete with a rebar 

spacing s ≥ 10 cm if the rebar is 10 mm 

or smaller. 

2) 

The permissible shear loads are based 

on a single anchor without influencing 

concrete edges. For shear loads applied 

close to an edge (c ≤ 10 h ef 

and 60d) 

concrete edge failure must be checked 

per ETAG 001, Annex C, design method 

A. 

3) 

Concrete is considered non-cracked 

when the tensile stress within the 

concrete is σ L + σ R ≤ 0. In the absence 

of detailed verification σ R = 3 N/mm² can 

be assumed (σ L equals the tensile stress 

within the concrete as a result of external 

loads, forces on anchors included). 

4) 

For combined tension and shear loads or 

anchor groups and/or in case of edge influence, 

a calculation per TR 029 shall be performed. 

For details see ETA - approval(s). 

5) 

Temperature range I: -40°C to +43°C 

(max long term temperature: +24°C; max 

short term temperature: 43°C). 

6) 

For installation in wet concrete the 

curing times shall be doubled (installation 

in water-filled drill holes is not 

allowed). 

Permissible shear loads 1)2) for Temperature range: I 5) in Non-cracked concrete 3) ≥ C20/25, V perm 

kN 12.0 13.7 12.0 13.7 22.2 25.1 22.2 25.1 34.8 39.3 34.8 39.3 48.0 48.0 50.2 56.7 55.4 34.5 65.7 34.5 

Permissible bending moments 1) , M perm 

Nm 37.7 42.1 37.7 42.1 94.8 106.6 94.8 106.6 185.7 207.9 185.7 207.9 320.5 359.9 320.5 359.9 475.4 249.7 475.4 249.7 


21

CHEMICAL ANCHOR PLUS 

Polyester anchoring system for secure fixing 

into non-cracked concrete. 

Function: After drilling and cleaning the hole, the capsule is inserted into 

the hole and the anchor stud is driven with a rotating/hammering action. 

This breaks the capsule and mixes the contents. The resulting chemical 

reaction creates a durable expansion pressure free bond between the 

anchor stud, the reacted resin, and the concrete. 

Benefits: 

• Expansion pressure free 

• Reduced permissible edge distances and spacings 

• Completely seals drilled hole 

22



CONSTRUCTION: 

KLS Threaded stud 

KLP Capsule 

Setting tool 


MATERIAL: 

KLS: Carbon steel, zinc plated and blue passivated 

KLS A4: A4-70 stainless steel 

KLP: Glass capsule with polyester resin, hardener and mineral aggregates 

BASE MATERIAL: 

Non-cracked concrete C20/25 to C50/60 (B25 to B55) 

LOAD RANGE: 

Tension: 

Shear: 

TEMPERATURE RANGE: 

N perm 

= 4.0 - 60.0 [kN] 

V perm 

= 4.0 - 60.0 [kN] 

Maximum long-term service temperature = +50°C; Maximum short-term service temperature = +80 °C 

RANGE SUPPLIED: 

KLS: M8 – M30, carbon steel, zinc plated and blue passivated / A4 stainless steel 

APPLICATIONS: 

Brackets 

Base plates 

Railings 

BENEFITS: 

Causes no expansion pressure 

Reduced edge distances and spacings 

High capacity in non-cracked concrete 

PRODUCT DESCRIPTION: 

Steel construction 

Storage racks 

Machines 

Stud with hex head for easy installation 

with setting tool 

Completely seals drilled hole 

The Chemical Anchor Plus adhesive fixing system consists of a threaded stud and chemical-filled 

glass capsule. 

During installation, the capsule is crushed and the rotating and hammering action mixes the contents. 

After the recommended cure time, the fixture can be installed and the fixing can be loaded. 

Capsule have shelf life of 2 years when stored correctly. Don’t use if capsule is damaged or if the 

contents do not flow in a honey-like fashion of room temperature. 

The bond strength between the cured chemical and the drilled hole is dependent on the thorough 

cleaning of the drilled hole. Follow the installation instructions carefully. 

STORAGE OF KLP: 

Dry, dark, at a temperature between +5°C and +25°C. Avoid direct sunlight. 

SHELF LIFE: 

18 months after manufacturing date when stored according to the above recommendations. 

Information from Koelner Stahl. 

INSTALLATION: 

Pre-fix installation shown 

90° 

Photo: Lödige 

Drill hole and thoroughly 

clean (brushing and blowing) 

Insert KLP capsule into 

drilled hole 

Spin in KLS stud to the 

em bedment depth marking 

using a rotary hammer drill 

After the specified cure time, 

install the fixture and apply 

the recommended fastening 

torque with a calibrated 

torque-wrench 

23



Carbon steel, zinc plated / A4 stainless steel 

KLS, CARBON STEEL, ZINC PLATED 

Threaded stud with hex head, hex nut and washer 

Material: Grade 5.8 steel, zinc plated and blue passivated 

Type 

Order Code 

Thread 

Size 

Ø x 

Depth of 

Drilled Hole 

Max. 

Fixture 

Thickness 

Ø Fixture 

Hole 

Eff. 

Embedment 

Depth 

Total 

Length 

Weight 

Box 

Quantity* 

Compatible 

Capsule 

d o x h 1 t fix d f h ef L 

[mm] [mm] [mm] [mm] [mm] [mm] [kg/100 pcs] [pcs] [Type] 

KLS 8/110 KLS0810080016 M8 10 x 80 16 9 80 110 4.0 10 KLP 8 

KLS 10/130 KLS1012090022 M10 12 x 90 22 12 90 130 9.0 10 KLP 10 

KLS 10/165 KLS1012090057 M10 12 x 90 57 12 90 165 10.6 10 KLP 10 

KLS 10/190 KLS1012090082 M10 12 x 90 82 12 90 190 11.7 10 KLP 10 

KLS 12/160 KLS1214110030 M12 14 x 110 30 14 110 160 14.5 10 KLP 12 

KLS 12/220 KLS1214110090 M12 14 x 110 90 14 110 220 18.6 10 KLP 12 

KLS 12/250 KLS1214110120 M12 14 x 110 120 14 110 250 20.7 10 KLP 12 

KLS 12/300 KLS1214110170 M12 14 x 110 170 14 110 300 24.1 10 KLP 12 

KLS 16/165 KLS1618125013 M16 18 x 125 13 18 125 165 26.0 10 KLP 16 

KLS 16/190 KLS1618125038 M16 18 x 125 38 18 125 190 29.0 10 KLP 16 

KLS 16/250 KLS1618125098 M16 18 x 125 98 18 125 250 36.3 10 KLP 16 

KLS 16/300 KLS1618125148 M16 18 x 125 148 18 125 300 42.3 10 KLP 16 

KLS 20/220 KLS2025170020 M20 25 x 170 20 22 170 220 50.1 6 KLP 20 

KLS 20/260 KLS2025170060 M20 25 x 170 60 22 170 260 58.0 6 KLP 20 

KLS 24/300 KLS2428210055 M24 28 x 210 55 26 210 300 98.5 6 KLP 24 

KLS 30/380 KLS3035280055 M30 35 x 280 55 33 280 380 196.0 4 KLP 30 

*Each box of KLS contains one setting tool. 

Custom lengths available on request. 

KLS, A4 STAINLESS STEEL 

Threaded stud with hex head, hex nut and washer 

Material: A4-70 stainless steel 

Type 

Order Code 

Thread 

Size 

Ø x 

Depth of 

Drilled Hole 

Max. 

Fixture 

Thickness 

Ø Fixture 

Hole 

Eff. 

Embedment 

Depth 

Total 

Length 

Weight 

Box 

Quantity* 

Compatible 

Capsule 

d o x h 1 t fix d f h ef L 

[mm] [mm] [mm] [mm] [mm] [mm] [kg/100 pcs] [pcs] [Type] 

KLS 8/110A4 KLS0810080016A4 M8 10 x 80 16 9 80 110 4.0 10 KLP 8 
















*Each box of KLS contains one setting tool. 

Custom lengths available on request. 

KLP CAPSULE 

Glass capsule 

24 

Type 

Order Code 

Diameter Length Weight Box Quantity 

Ø 

L 

[mm] [mm] [kg/100 pcs] [pcs] 

KLP 8 KLP08 9 80 2.0 10 

KLP 10 KLP10 11 80 2.0 10 

KLP 12 KLP12 13 95 2.5 10 

KLP 16 KLP16 17 95 4.0 10 

KLP 20 KLP20 22 170 11.0 6 

KLP 24 KLP24 24 210 13.0 6 

KLP 30 KLP30 33 265 36.5 2


CHEMICAL ANCHOR PLUS TECHNICAL DATA 

Carbon steel, zinc plated / A4 stainless steel 

Permissible loads for single anchors without influence from edge and spacing distances. 

Material: Carbon steel, zinc plated and blue passivated; A4 stainless steel 

Thread size M8 M10 M12 M16 M20 M24 M30 

Effective embedment depth [mm] 80 90 110 125 170 210 280 

Type KLS... 8/... 10/... 12/... 16/... 20/... 24/... 30/... 

Permissible loads at any angle 1) Steel A4 Steel A4 Steel A4 Steel A4 Steel A4 Steel A4 Steel A4 

F perm 

Non-cracked concrete 2) 

C20/25 - C50/60 

[kN] 4.0 4.0 7.0 7.0 10.0 10.0 15.0 15.0 27.0 27.0 37.0 37.0 60.0 60.0 

Permissible bending moments 

M perm [Nm] 10.7 12.1 21.4 24.1 37.4 42.7 94.9 107.0 186.0 209.0 321.0 360.8 642.0 723.2 


Effective embedment depth h ef [mm] 80 80 90 90 110 110 125 125 170 170 210 210 280 280 

Characteristic spacing 3) a [mm] 200 200 220 220 270 270 310 310 420 420 520 520 700 700 

Minimum spacing a min [mm] 80 80 90 90 110 110 125 125 170 170 210 210 280 280 

Characteristic edge distance 3) a r [mm] 100 100 110 110 135 135 155 155 210 210 260 260 350 350 

Minimum edge distance a r,min [mm] 40 40 45 45 55 55 65 65 85 85 105 105 140 140 

Minimum member width b min [mm] 80 80 90 90 110 110 125 125 170 170 210 210 280 280 

Minimum member thickness h min [mm] 130 130 140 140 160 160 175 175 220 220 260 260 330 330 


Drill hole diameter d 0 [mm] 10 12 14 18 25 28 35 

Drill hole depth h 1 [mm] 80 90 110 125 170 210 280 

Clearance hole in the fixture d f [mm] 9 12 14 18 22 26 33 

Width across flats hex nut sw [mm] 13 17 19 24 30 36 46 

Installation torque T inst [Nm] 10 20 40 80 150 200 400 


L 

sw 

Tinst 

Curing schedule 

d0 

h 0 = hef 

t fix 

hmin 

df 

Drill hole temperature Curing time 

[°C] 

[min] 

> 20 10 

10 - 20 20 

0 - 10 60 

1) Permitted loads per anchor in non-cracked concrete of strength C20/25 to C50/60 (B25 to B55) for axial tension, shear, and oblique loads. 

2) Concrete is considered non-cracked when the tensile stress within the concrete σ L 

+ σ R 

≤ 0. In the absence of a detailed analysis σ R = 3 N/mm2 can be assumed (σ L 

equals the tensile stress within the 

concrete resulting from external loads, including forces on the anchor). 

3) If spacings or edge distances are smaller than the characteristic values, the permissible loads shall be reduced based on the Kappa method. 

Complete your designs more easily by downloading our anchor software from our home-page: www.simpson-liebig.com 


Quick-Set Drive Unit 

Use this setting tool with a standard drill to provide problem-free setting of M8-M20 threaded studs with the Chemical Anchor Plus 

(KLP) system (see page 50). The Quick-Drive setting tool also has a hexagonal recess that allow it to set threaded studs with hex 

heads. 

Type BE 

Type Order Code Size 

Weight 

[kg/100 pcs] 

Quick-Set Drive Unit M8 BE08 M8 11 





25

ACCESSORIES 

Dispensing Tools 

Equipped with a comfortable handle they release a perfectly adapted pressure during dispensing. We striclty 

control the quality of the steel rods. Their hexagonal form makes them keep their shape. The reinforced 

cradle has been designed for an optimal positioning of the cartridge. Its anti-corrosive steel coating makes 

it a solid tool. Simpson Strong-Tie ® has developed a line of professional manual applicator guns that are 

powerful, strong and pefectly matched to our products. 

Name Code Qty. Box Qty. Outer-box Cartridges 

Extrusion tool DT300 DT300 1 12 160/280/300 ml 

Extrusion tool DT380 DT380 1 6 380 ml 

Extrusion tool DT650 DT650 1 6 400/650 ml 

DT300 

DT380 

High quality steel rod 

Reinforced cradle 

DT650 

Adequate number of 

pressure 

Comfortable handle 

Sleeves 

Sleeves are required for fixings in hollow bricks. Various sizes are available depending on the product to be 

fixed. 

Name Code Qty. Box Qty. Large Box Dimensions 

Sleeve SH 12x50 SH12050-RP10 10 160 12x50 mm 




Sleeve SH 

Mixing Nozzles 

Always use the proper Simpson Strong-Tie® mixing nozzle. Always inject the resin starting from the bottom 

of the hole and withdrawing gradually as the hole is filled. Ensure that the mixing nozzle reaches the bottom 

of the hole before starting injection. Use extension tubing if needed. 

Name Code Qty. Box Qty. Large Box Products 

Mixing nozzle MN1 MN1-RP10 10 60 POLY-GP/AT-HP 

Mixing nozzle MN2 MN2 20 20 SET-XP 

Extension Tubes 

In case of deep embedments it may be necessary to extend the mixer by attaching an extension tubes which 

enables to reach the bottom of the hole. 

Name Code Qty. Box Qty. Large Box Notes 

Extension MNE MNE-RP10 10 130 For MN1 

MN1 

MN2 

MNE 

26

ACCESSORIES 

Dust Pump 

Dust pumps are «a must» for proper hole cleaning. 


Dust pump PUMP 1 4 Solid blocks 

Brushes 

Wire brushes with nylon bristles are available in two diameters and lengths. Always brush holes to loosen 

dust as per the installation instructions. 


Brushes BR BR17-30 1 15 

One pack = 

1 BR17 + 1 BR30 

(Solid/Hollow blocks) 

PUMP 

BR17 

BR30 

Rods 

LMAS - Zinc-plated steel Grade 5.8 

Reference 

Threaded 

Rod 

Total 

length 

(mm) 

L 

Max 

thickness 

of the item 

to be fixed 

(mm) 

t fix 

Max Ø of the 

hole for the 

item to fix 

(mm) 

d f 

Embedment 

depth (mm) 

h ef 

Ø x min drill 

depth (mm) 

d 0 

x h 1 

LMAS0810064020 M8 95 20 9 64 10 x 64 30 

LMAS1012080025 M10 120 25 12 80 12 x 80 30 

LMAS1012080060 M10 155 60 12 80 12 x 80 30 

LMAS1214096035 M12 150 35 14 96 14 x 96 30 

LMAS1214096070 M12 185 70 14 96 14 x 96 30 

LMAS1618128020 M16 170 20 18 128 18 x 128 10 

LMAS1618128050 M16 200 50 18 128 18 x 128 10 

LMAS2022160050 M20 240 50 22 160 22 x 160 5 

LMAS A4 - Stainless Steel A4-70 

Box 

Qty 

LMAS 

Reference 

Threaded 

Rod 

Total 

length 

(mm) 

L 

Max 

thickness 

of the item 

to be fixed 

(mm) 

t fix 

Max Ø of the 

hole for the 

item to fix 

(mm) 

d f 

Embedment 

depth (mm) 

h ef 

Ø x min drill 

depth (mm) 

d 0 

x h 1 

LMAS0810064020A4 M8 95 20 9 64 10 x 64 20 

LMAS1012080025A4 M10 120 25 12 80 12 x 80 20 

LMAS1012080060A4 M10 155 60 12 80 12 x 80 20 

LMAS1214096035A4 M12 150 35 14 96 14 x 96 20 

LMAS1214096070A4 M12 185 70 14 96 14 x 96 20 

LMAS1618128020A4 M16 170 20 18 128 18 x 128 10 

LMAS1618128050A4 M16 200 50 18 128 18 x 128 10 

LMAS2022160050A4 M20 240 50 22 160 22 x 160 5 

Metal Sieve SHM 

Steel sieve (cut to length required) 

Box 

Qty 


Compatible 

LMAS 

Ø Sieve 

Sieve 

Length 

Ø x 

Depth of 

Drilled Hole 

Weight 

Box 

Quantity 

Type 

Order Code 

d 0 

[mm] [mm] [mm] [mm] [kg/100 pcs] [pc] 

SHM 16/1000* SHM161000 LMAS M10 + M12 16 1000 16 7.6 1 

*Not included in approval. 

Internally Threaded Sleeve IGH 

Steel internally threaded sleeve 

Ø x 

Compatible 

Sieve 

Ø Sieve 

Depth of Drilled Hole 

Box 

Weight 

Type 

Order Code LMAS 

Length 

Quantity 

d 0 x h 1 

[mm] [mm] [mm] [mm] [kg/100 pcs] [pcs] 

IGH M8x80* IGH08080 LMAS M8 12 80 14 x 90 3.5 12 



*Not included in approval. 

27

SIMPSON STRONG-TIE ® 

Winchester Road 

Cardinal Point 

Tamworth 

Staffordshire 

B78 3HG 

United Kingdom 

Tel: +44 1827 255 600 

Fax: +44 1827 255 616 

www.strongtie.co.uk 

Telephone: 01827 255600 | Visit: www.strongtie.co.uk

For Concrete and Masonry - Simpson Strong-Tie

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