HALFEN HB-B WEDGE ANCHOR

®

ETA_HB-B 05/18-E

HALFEN HB-B WEDGE ANCHOREuropean Technical Assessment ETA-07/0247

This approval only applies to original HALFEN products. The specifications in this approval are not transferable to other products. Users are fully liable for personal injuries and material damage caused by third-party products used instead of HALFEN products.

Use of third-party products

HALFEN HB-B WEDGE ANCHORGeneral Note

Deutsches Institut

für Bautechnik OIBt

Approval body for construction products and types of construction

Bautechnisches Prüfamt

An institut ion established by the Federal and Laender Governments

European Technical Assessment

* * * Deslgnated * accordlng to * Article 29 of Regula-* tion (EU) No 305/2011 *

and member of EOTA (European Organi-* sation forTechnical *

Assessment)

* * * ETA-07/0247 of 8 May 2018

Member of

www.eota.eu

English translation prepared by DIBt - Originalversion in German language

General Part

Technical Assessment Body issuing the European Technical Assessment:

Trade name of the construction product

Product family to which the construction product belongs

Manufacturer

Manufacturing plant

This European Technical Assessment contains

This European Technical Assessment is issued in accordance with Regulation (EU) No 305/2011, on the basis of

Deutsches Institut für Bautechnik

Deutsches Institut für Bautechnik

Halfen Wedge Anchor HB-B

Torque controlled expansion anchor for use in concrete

Halfen GmbH Liebigstraße 14 40764 Langenfeld DEUTSCHLAND

Halfen Herstellwerk HB1

16 pages including 3 annexes which form an integral part of this assessment

EAD 330232-00-0601

Kolonnenstraße 30 B l 10829 Berlin I GERMANY I Phone: +49 3078730-01 Fax: +49 3078730-3201 Email: [email protected]

227644.18 8.06.01-102/18

European Technical Assessment ET A-07 /024 7

English translation prepared by DIBt

Deutsches Institut

für Bautechnik DIBt

Page 2 of 16 18 May 2018

The European Technical Assessment is issued by the Technical Assessment Body in its official language. Translations of this European Technical Assessment in other languages shall fully correspond to the original issued document and shall be identified as such.

Communication of this European Technical Assessment, including transmission by electronic means, shall be in full. However, partial reproduction may only be made with the written consent of the issuing Technical Assessment Body. Any partial reproduction shall be identified as such.

This European Technical Assessment may be withdrawn by the issuing Technical Assessment Body, in particular pursuant to information by the Commission in accordance with Article 25(3) of Regulation (EU) No 305/2011.

227644.18 8.06.01-102/18

Deutsches Institut


European Technical Assessment ET A-07 /024 7 Page 3 of 16 18 May 2018

English translation prepared by DIBt

Specific Part

1 Technical description of the product

The HALFEN Wedge Anchor HB-B in the range of M6, M8, M10, M12, M16 and M20 is an anchor made of electroplated, hot dipped galvanised steel, stainless steel or high corrosions resistant steel which is placed into a drilled hole and anchored by torque-controlled expansion.

The product description is given in Annex A.

2 Specification of the intended use in accordance with the applicable European Assessment Document

3

3.1

3.2

4

227644.18

The performances given in Section 3 are only valid if the anchor is used in compliance with the specifications and conditions given in Annex B.

The verifications and assessment methods on which this European Technical Assessment is based lead to the assumption of a working life of the anchor of at least 50 years. The indications given on the working life cannot be interpreted as a guarantee given by the producer, but are to be regarded only as a means for choosing the right products in relation to the expected economically reasonable working life of the works.

Performance of the product and references to the methods used for its assessment

Mechanical resistance and stability (BWR 1)

Essential characteristic Performance

to static and quasi-static loading See Annex C 1 to C 3

Displacements See Annex C 4

Safety in case of fire (BWR 2)

Essential characteristic Performance

Reaction to fire Class A1

Resistance to fire No performance assessed

Assessment and verification of constancy of performance (AVCP) system applied, with reference to its legal base

In accordance with European Assessment Documents EAD No. 330232-00-0601 the applicable European legal act is: [96/582/EC].

The system to be applied is: 1

8.06.01-1 02/1 8

European Technical Assessment ETA-07/0247 English translation prepared by DIBt

Deutsches Institut


Page 4 of 1618 May 2018

5 Technical details necessary for the implementation of the AVCP system, as provided for in the applicable European Assessment Document Technical details necessary for the implementation of the AVCP system are laid down in the control plan deposited with Deutsches Institut für Bautechnik.

lssued in Berlin on 8 May 2018 by Deutsches Institut für Bautechnik

BD Dipl.-Ing. Andreas Kummerow

Head of Department

227644.18

beglaubigt:

Baderschneider

8.06.01-102/18

Page 5 of European Technical Assessment ETA-07/0247 of8 May 2018

English trans/ation prepared by O/Bt

Wedge Anchor HB-B

Deutsches Institut

für Bautechnik

Conical bolt Expansion sleeve Washer

1--------------------------1

-~.:a.a-t----------- • , ____________ -------------

Cold formed version

Free cut version

OIBt

Hexagon nut

Concrete

HALFEN Wedge Anchor HB-B

Product descrlptlon Installation situation

227659.18

h ~ hmin

het

hnom

Annex A1

8.06.01-102/18

Page 6 of European Technical Assessment ETA-07/0247 of 8 May 2018

English translation prepared by 0/Bt

Marking: e.g. • 15/21 -

<> ldentifying mark of manufacturing plant

15 Maximum thickness of fixtu re for her

21 Maximum thickness of fixture for her.red

1 2

C :,,__ t 3

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für Bautechnik

sw

,

OIBt

4

~ 0 dk R- 7 ' u :--------------·- ----- ----- - 11 l- -- 0d -•-t--- -- rr Marking J B M10 II:_ ____________ ---- S ------

1 ~ -- of length Marking: B Anchor identity M10 Anchor size L

Marking of length A B C D E F G H 1 J K L M

Length of anchor min :?: 38, 1 50,8 63,5 76,2 88,9 101,6 114,3 127,0 139,7 152,4 165, 1 177,8 190,5

Length of anchor max < 50,8 63,5 76,2 88,9 101,6 114,3 127,0 139,7 152,4 165, 1 177,8 190,5 203,2

Marklng of length N 0 p Q R s T u V w X y z Length of anchor min c! 203,2 215,9 228,6 241,3 254,0 279,4 304,8 330,2 355,6 381,0 406,4 431,8 457,2

Length of anchor max < 215,9 228,6 241,3 254,0 279,4 304,8 330,2 355,6 381,0 406,4 431,8 457,2 483,0

Dimensions in mm

Table A1: Dimensions, steel zinc plated

Anchor length L Wrench Anchor size 0 dk 0 ds Standard anchorage Reduced anchorage slze

depth depth [SWJ

Steel electroplated and hot-dip 1alvanised

M6 6 6 / 5,3 I/ l lix + 57,4 lux hcl,red + 47,4 10

MB 8 8 /7,1 l/ l !ix + 66,4 lrix hol.red + 57,4 13 M10 10 10 /8,9 11 l1;x + 74,0 l1ix hol.red + 68,0 17

M12 12 12/ 10,7 11 l r;x + 97,3 ltix hel,red + 82,3 19

M16 16 16 / 14,5 11 tr;x + 121,0 l1ix hel.red + 1 03, 0 24

M20 20 20 / 18,2 11 llix+ 142,7 l r,x hol.red + 120, 7 30 11 cold formed version

Table A2: Material properties, steel zinc plated

Material

Part Designation Steel, electroplated ~ 5 µm Steel, hot-dip galvanised ~ 40 µm, acc. to EN ISO 4042:1999 acc. to EN ISO 1461 :2009

1 Conical bolt Cold formed or machined steel Cold formed or machined steel

2 Expansion sleeve Steel, acc. to EN 10088:2005, Steel, acc. to EN 10088:2005, material No. 1.4301 or 1 .4303 material No. 1.4301 or 1.4303

3 Washer Steel Steel

4 Hexagon nut Property class 8 Property class 8 acc. to EN ISO 898-2:2012 acc. to EN ISO 898-2:2012


Product description Annex A2 Anchor dimensions, marking and materials, steel zinc plated

227659.1 8 8,06,01-102/18



Marking: e.g. 015/21 A4 -

0 ldentifying mark of manufacturing plant

15 Maximum thickness of flxture for hat

21 Maximum thickness of fixture for hat.red

1 2 A4 Slainless steel A4

L HCR Stalnless steel HCr

3

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für Bautechnik

sw

.,

OIBt

4

0dk 7 V lll :------------------------ -

K (® - t- - -- 0ds -• ~-- -- Marking 1 B 1!10 rfl ! ____ ---• ------------------

1 -~

of length ---Marking: B Anchor identlty M 10 Anchor size L

Marking of length A B C D E F G H 1 J K L M

Length of anchor min ~ 38,1 50,8 63,5 76,2 88,9 101 ,6 114,3 127,0 139,7 152,4 165,1 177,8 190,5

Length of anchor max < 50,8 63,5 76,2 88,9 101 ,6 114,3 127,0 139,7 152,4 165, 1 177,8 190,5 203,2

Marking of length N 0 p Q R s T u V w X V z Length of anchor min ~ 203,2 215,9 228,6 241 ,3 254,0 279,4 304,8 330,2 355,6 381,0 406,4 431 ,8 457,2

Length of anchor max < 215,9 228,6 241,3 254,0 279,4 304,8 330,2 355,6 381,0 406,4 431,8 457,2 483,0

Dimensions in mm

Table A3: Dimensions, stainless steel A4/HCR Anchor length L Wrench

Anchor size 0dk 0ds Standard anchorage Reduced anchorage size

depth depth [SW]

Stainless steel A4/HCR M6 6 6 / 5,31T lrix + 57,4 lrixhef,rcd + 47,4 10 M8 8 8 /7,1 l) lrix + 66,4 lrix hef,red + 57,4 13

M10 10 10 / 8,9 11 lux + 74,0 lrix hel.red + 68,0 17 M12 12 12 / 10,7 l) lrix + 96,5 lr,x hef,red + 81,5 19 M16 16 16 / 14,5 l) l1;x + 117,8 lrixhef,red + 101 ,8 24 M20 19,7 19,7 / 18,2 l) l1;x + 142,7 lr,x hel,red + 120, 7 30

1 l cold formed version

Table A4: Designations and Materials, stainless steel A4/HCR

Part Designation Stainless steel A4 High corrosion reslstant steel HCR

Stainless steel 1.4401, 1.4404, High corrosion resistant steel 1.4529, 1 Conical bolt 1.4571, 1.4578, 1.4362,

EN 10088:2005, coated 1.4565, EN 10088:2005, coated

2 Expansion sleeve Stainless steel 1.4401 , 1.4571, 1.4362, EN 10088:2005

3 Washer Stainless steel 1.4401, 1.4571, High corrosion resistant steel 1.4529, 1.4362, EN 10088:2005 1.4565, EN 10088:2005 ISO 3506:2009, A4-70, stainless steel ISO 3506:2009, strength class 70,

4 Hexagon nut 1.4401 , 1.4571, 1.4362, high corrosion resistant steel 1.4529, EN 10088:2005, coated 1.4565, EN 10088:2005, coated


Product description Annex A3 Anchor dimensions, marking and materials, stalnless steel A4/HCR

227659.18 8.06.01 -102/18


English translation prepared by O/Bt

Specifications of intended use

Wedge Anchor HB-B

Steel zinc plated electroolated

(/)

hot-dip galvanized iij

"&i Stainless steel A4 iii ~ High corrosion

resistant steel HCR

Static or quasi-static action

Reduced anchorage depth

Non-cracked concrete

Base materials:

M6 M8

✓ ✓

- ✓

✓ ✓

✓ ✓

Deutsches Institut

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M10

✓

✓

✓

✓

✓

✓

✓

• Reinforced or unreinforced normal weight concrete according to EN 206-1 :2000

• Strength classes C20/25 to C50/60 according to EN 206-1 :2000

Use conditions (Envlronmental conditions):

• Structures subject to dry Interna! conditions (zinc plated steel, stainless steel or high corrosion resistant steel).

DIBt

M12 M16 M20

✓ ✓ ✓

✓ ✓ ✓

✓ ✓ ✓

✓ ✓ ✓

• Structures subject to external atmospheric exposure (including industrial and marine environment) and to permanently damp internal condition, if no particular aggressive conditions exist (stainless steel or high corrosion resistant steel).

• Structures subject to external atmospheric exposure and to permanently damp internal condition, if other particular aggressive conditions (high corrosion resistant steel).

Note: Particular aggressive conditions are e.g. permanent, alternating immersion in seawater or the splash zone of seawater, chloride atmosphere of indoor pools or atmosphere with extreme chemical pollution (e.g. in desulphurization plants or road tunnels where de-icing materials are used.)

Design:

• Anchorages are designed under the responsibility of an engineer experienced in anchorages and concrete work .

• Verifiable calculation notes and drawings are prepared taking account of the loads tobe anchored. The positlon of the anchor is indicated on the design drawings (e.g. position of the anchor relative to reinforcement or to supports, etc.).

• Anchorages are designed according to FprEN 1992-4: 2016 and EOTA Technical Report TR 055 .

Installation:

• Anchor installation carried out by appropriately qualified personnel and under the supervision of the person responsible for technical matters of the site .

• In case of aborted hole: new drilling at a minimum distance away of twice the depth of the aborted hole or smaller distance if the aborted drill hole is filled with high strength mortar and if under shear or oblique tension load it is not in the direction of load application.

• Anchor installation such that the effective anchorage depth is complied with. This compliance is ensured, if the thickness of fixture is not greater than the maximum thickness of fixture marked on the anchor in accordance with Annex A 1 and A2 and the hexagon nut is placed at the end of the conical bolt as delivered by the manufacturer.

HALFEN Wedge Anchor HB-8

lntended use Annex 81 Specifications

227659.18 8.06.01-102/18


Eng/ish trans/ation prepared by O/Bt

Table B1: Installation data, steel zinc plated

Anchor size M6

Nominal drill hole diameter do = [mm] 6 Gulling diameter of drill bit dcut ::; [mm] 6,40

Installation torque (Wedge T1nst = (Nm] 8

Anchor HB-B electroplated)

Installation torque (Wedge Anchor HB-B hot-dip Tins! = (Nm] -Qalvanised)

Diameter of clearance hole d,::; [mm] 7 in the fixture

Standard anchorage depth

Depth of drill hole h12: [mm] 55

Embedment depth hnom 2: [mm] 49 Effective anchorage depth her 2: [mm] 40 Reduced anchorage depth Depth of drill hole h1 ron > [mm] 45 Embedment depth hn"m ron > [mm] 39 Effective anchorage depth h0 t red> [mml 30

h min

h,

M8

8 8,45

15

15

9

65 56 44

55 47 35

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M10

10 10,45

30

30

12

70 62 48

65 56 42

oTi7777~'7rF:fr°'li=:i-f=±~~:f:::~~~ 'O

0_L__J!--,L-,!..,,~~~~J::;l-.Jp::r=~~~~

hnom rnd

h min


lntended use Installation data, steel zlnc plated

227659.18

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M12 M16 M20

12 16 20 12,5 16,5 20,55

50 100 200

40 90 120

14 18 22

90 110 130 82 102 121 65 82 100

75 95 110 67 84 99 50 64 78

Annex B2

8.06.01 -1 02/18


Eng/ish translation prepared by O/Bt

Table B2: Installation data, stainless steel A4/HCR

Anchor slze M6

Nominal drill hole diameter do = [mm] 6 Cutting diameter of drill bit dcut:,; [mm] 6,40 Installation torque Tins!= [Nm] 6 Diameter of clearance hole in the fixture d, :,; [mm] 7


Depth of drill hole h, ~ (mm] 55 Embedment depth hnom ~ (mm] 49 Effective anchorage depth her ~ [mm] 40


Depth of drill hole h1.,ed ~ [mm] 45 Embedment depth hnom.red ~ [mm] 39 Effective anchorage depth her.red~ [mm] 30

hmin

hnom

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M8 M10

8 10 8,45 10,45 15 25 9 12

65 70 56 62 44 48

55 65 47 56 35 42

0,17'-;-'77'-f'.r,=FF'::fi''=-'n::FF=======.t=~~~~~ "O ~~~~~~~~~;::::::,=~;=;-~~

h nomred


lntended use Installation data, stainless steel A4/HCR

Z27659.18

DIBt

M12 M16 M20

12 16 20 12,5 16,5 20,55 50 100 160 14 18 22

90 110 130 81 99 121 65 80 100

75 95 110 66 83 99 50 64 78

Annex B3

8.06.01-102/18



Deutsches Institut


Table B3: Minimum spacings and edge distances, steel zinc plated

Anchor slze M6 M8 M10 M12 M16 M20

Standard anchorage depth her

Minimum member thickness hmln (mm] 100 100 100 130 170 200

Minimum spacing Smin [mm] 35 40 55 75 90 105

Minimum edge distance Cmin [mm] 40 45 65 90 105 125

Reduced anchorage depth het,red

Minimum member thickness hmin [mm] 80 80 100 100 130 160

Minimum spacing Smin [mm] 35 40 55 100 100 140

Minimum edge distance Cmin (mm] 40 45 65 100 100 140

Table B4: Minimum spacings and edge distances, stainless steel A4/HCR

Anchor size M6 M8 M10 M12 M16 M20

Standard anchorage depth her

Minimum member thickness hm1n (mm] 100 100 100 130 160 200 Minimum spacing Smln [mm] 35 35 45 60 80 100

for c ~ [mm] 40 65 70 100 120 150

Minimum edge distance Cmin (mm] 35 45 55 70 80 100

for s ~ (mm] 60 110 80 100 140 180

Reduced anchorage depth he1,,ed

Minimum member thickness hmin (mm] 80 80 100 100 130 160

Minimum spacing Smln [mm] 35 60 55 100 110 140

Minimum edge distance Cmin [mm] 40 60 65 100 110 140

lntermediate values by linear interpolation.


lntended use Annex B4 Minimum spacings and edge distances

227659.18 8.06.01-102/18


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für Bautechnik OIBt English translation prepared by D/Bt

Installation instructions

3 ✓

~~


lntended use Installation instructions

Z27659.18

Drill hole perpendicular to concrete surface, positioning of the drill holes without damaging the reinforcement. In case of aborted hole: new drilling at a minimum distance away of twice the depth of the aborted hole or smaller distance if the aborted drill hole is filled with high strength mortar and if under shear or oblique tension load it is not in the direction of load application.

Blow out dust.

Check position of nut.

Drive in anchor, such that her or her,,e<1 is met. This is ensured, if the thickness of fixture is not greater than the maximum thickness of fixture marked on the anchor in accordance with Annex A2 and A3.

Apply installation torque T;nsi by using calibrated torque wrench.

Annex B5

8.06 .01-102/18



Deutsches Institut


Table C1: Characteristic values for tension loads, steel zinc plated

Anchor size M6 MB M10 M12

Installation safety factor Yinsl (-] 1,0

Steel failure

Characteristic resistance NRk,s [kN] 8,7 15,3 26 35

Partial safety factor YMs [-] 1,5

Pull-out Standard anchorage deoth he,

Characteristic resistance NRk,p [kN] 9 12 16 1)

in non-cracked concrete C20/25


Characteristic resistance NRk,p [kN] 6 2) 1) 2) 1) 1)

in non-cracked concrete C20/25

lncreasing factor for NRk,p ,,,c [-] (t;~)°'s Splitting

Standard anchorage depth he,

Spacing Scr,sp [mm] 160 220 240 330

Edge distance Ccr,sp [mm] 80 110 120 165


Spacing Scr,sp [mm] 180 210 230 240

Edge distance Ccr,sp (mm] 90 105 115 120

Concrete cone fallure

Standard anchorage depth h.,

Effective anchorage depth her~ [mm] 40 44 48 65

Spacing Scr,N [mm] 3 he1

Edge distance Ccr,N [mm] 1,5 hc1

Reduced anchorage depth her,,ed

Effective anchorage depth hel,red ~ [mm] 30 2) 35 2) 42 50

Spacing Scr,N [mm] 3 her.red

Edge distance Ccr,N [mm] 1,5 he1,red

Factor for k1 kucr,N [-] 11,0

1' Pullout failure is not decisive

2' Use restricted to anchorages of indeterminate structural components


Performance Characteristic values for tension loads, steel zlnc plated

227659.18

M16 M20

65 107

1,6

1) 1)

1) 1)

410 500

205 250

320 400

160 200

82 100

64 78

Annex C1

8,06,01-102/18

Page 14 of European Technical Assessment ETA-07/0247 of8 May 2018


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Table C2: Characteristic values for tension loads, stainless steel A4/HCR

Anchor size M6 MB M10 M12

Installation safety factor Yinst [-] 1,0

Steel failure Characteristic resistance NAk,s [kN 10 18 30 44

Partial safety factor YMs [-] 1,50

Pull-out Standard anchorage depth h., Characteristic resistance in NAk,p [kN] non-cracked concrete C20/25

7,5 12 16 25

Reduced anchorage depth he1,,ed

Characteristic resistance in NAk,p [kN] 6 2) 9 2) 12 1)

non-cracked concrete C20/25

Splitting Standard anchorage depth her The higher one of the decisive resistances of Gase 1 and Gase 2 is applicable.

Gase 1 Characteristic resistance in N°Ak,sp [kN] non-cracked concrete C20/25

6 9 12 20

Soacina Scrsn mm 3 her Edqe distance Ccrsn mm 1,5 her

Gase 2 Characteristic resistance in N°Ak,sp [kN] 7,5 12 16 25 non-cracked concrete C20/25 Spacing Scr,sn [mm] 160 220 240 340

Edge distance Ccr,sn mm 80 110 120 170

Reduced anchorage depth he1,red

Characteristic resistance N°Ak,sp [kN] in non-cracked concrete C20/25

6 2) 9 2) 12 1)

Spacing Scr,sn [mm] 180 210 230 300

Edge distance Ccr.sn [mm 90 105 115 150

lncreasing factor for NAk.pand N°Ak,sp 111c [-] ('ck) o,s

20

Concrete cone failure Standard anchorage depth Effective anchorane deoth her mm 40 44 48 65

Soacinq ScrN mm 3 her Edae distance Cc,N mm 1,5 her Reduced anchorage depth Effective anchoraae deoth her red mm 30 ~, 35 l!) 42 50

Soacina Sc,N mm 3 her

Edqe distance Ce, N mm 1,5 her

Factor for k, kucr,N 1-1 11,0

' 1 Pullout failure Is not decisive. 21 Use restricted to anchorages of indeterminate structural components.


Performance Gharacteristic values for tenslon loads, stainless steel A4/HCR

227659.18

M16 M20

88 134 1,68

1) 1)

1) 1)

30 40

1) 1)

410 560 205 280

1) 1)

320 400 160 200

80 100

64 78

Annex C2

8.06,01-102/18



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Table C3: Characteristic values for shear loads, steel zinc plated

Anchor size M6 MS M10

Installation safety factor 'Yinsl [-)

Steel failure wlthout lever arm

Characteristic shear resistance VAk.s [kN] 5 11 17

Factor for ductility k1 [-)

Steel failure with lever arm

Characteristic resistance M0Ak.s [Nm] 9 23 45

Partial safety factor for VAk,s and M0Ak,s 'YMs [-) 1,25

Concrete pry-out failure

Factor for he1 ka [·] 1,0 1,0 1,0

Factor for her.red ka [·] 1,0 11 1,0 I ) 1,0

Concrete edge failure Effective length of anchor in shear loading 11 [mm] for he1

40 44 48

Effective length of anchor in shear loading li,red [mm]

for he1 red 30 l) 35 l) 42

Outside diameter of anchor dnom [mm] 6 8 10

11 Use restricted to anchorages of indeterminate structural components

OIEt

M12

1,0

25

1,0

78

2,0

1,0

65

50

12

Table C4: Characteristic values for shear loads, stainless steel A4/HCR

Anchor Slze M6 MS M10 M12

Installation safety factor 'Yinsl [-) 1,0

Steel fallure without lever arm

Characteristic shear resistance VRk,s [kN] 7 12 19 27

Factor for ductility k7 [-] 1,0

Steel failure with lever arm

Characteristic bending moment M0Ak,s [Nm] 10 24 49 85

Partial safety factor for VAk.s and M0Ak,s 'YMs [-) 1,25

Concrete pry-out failure

Factor for he1 ka [-) 1,0 1,0 1,0 2,0

Factor for he1,re<1 ks [-) 1,0 I) 1,0 I) 1,0 1,0

Concrete edge fallure Effective length of anchor in shear loading

" [mm] with he1

40 44 48 65

Effective length of anchor in shear loading 11,red [mm] with he1 red

30 I) 35 l) 42 50

Outside diameter of anchor dnom [mm] 6 8 10 12

11 Use restricted to anchorages of indeterminate structural components


Performance Characteristic values for shear loads

227659.18

M16 M20

44 69

186 363

1,33

2,0 2,0

2,0 2,0

82 100

64 78

16 20

M16 M20

50 86

199 454

1,4

2,0 2,0

2,0 2,0

80 100

64 78

16 20

Annex C3

8.06.01-102/18



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für Bautechnik OIEt

Table CS: Displacements under tension loads, steel zinc plated

Anchor size M6 MB M10 M12 M16 M20


Tension load N [kN] 4,3 5,8 7,6 11 ,9 16,7 23,8

Displacement ÖNo (mm] 0,4 0,5

ÖN.,, [mm] 0,7 2,3


Tension load N [kN] 2,9 5,0 6,5 8,5 12,3 16,6

Displacement ONO [mm] 0,3 0,4

ON„ [mm] 0,6 1,8

Table C6: Displacements under tension loads, stainless steel A4/HCR



Tension load N [kN] 3,6 5,7 7,6 11,9 17,2 24,0

Displacement ÖNO [mm] 0,7 0,9 0,5 0,6 0,9 2, 1

ÖN„ [mm] 1,8 4,2


Tension load N [kN] 2,9 4,3 5,7 8,5 12,3 16,6

Displacement ÖNo [mm] 0,4 0,7 0,4 0,4 0,6 1,5

ÖN„ [mm) 1,3 2,9

Table C7: Displacements under shear loads, steel zinc plated


Shear load V [kN) 2,9 6,3 9,7 14,3 23,6 37,0

Displacement livo [mm] 1,2 1,5 1,6 2,6 3, 1 4,4

öv"' [mm] 2,4 2,2 2,4 3,9 4,6 6,6

Table CS: Displacements under shear loads, stainless steel A4/HCR

Anchor Size M6 MS M10 M12 M16 M20

Shear load V [kN] 4,0 6,9 10,9 15,4 28,6 43,7

Displacement Övo [mm] 1, 1 2,0 1,2 2,0 2,2 2, 1

öv.., [mm] 1,7 3,0 1,8 3,0 3,3 3,2


Performance Annex C4 Displacements

227659.18 8.06.01 -102/18

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Notes regarding this catalogue

© Protected by copyright. The construction applications and details provided in this publication are indicative only. In every case, project working details should be entrusted to appropriately qualified and experienced persons. Whilst every care has been exercised in the preparation of this publication to ensure that any advice, recommendations or information is accurate, no liability or responsibility of any kind is accepted by Leviat for inaccuracies or printing errors. Technical and design changes are reserved. With a policy of continuous product development, Leviat reserves the right to modify product design and specification at any time.

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Tel: +43 - 1 - 259 6770


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Borkelstraat 131

2900 Schoten

Tel: +32 - 3 - 658 07 20


China Leviat

Room 601 Tower D,

Vantone Centre

No. A6 Chao Yang Men Wai Street

Chaoyang District

Beijing · P.R. China 100020

Tel: +86 - 10 5907 3200


Czech Republic Leviat

Business Center Šafránkova

Šafránkova 1238/1

155 00 Praha 5

Tel: +420 - 311 - 690 060


France Leviat

18, rue Goubet

75019 Paris

Tel: +33 - 1 - 44 52 31 00


Germany Leviat

Liebigstrasse 14

40764 Langenfeld

Tel: +49 - 2173 - 970 - 0


Italy Leviat

Via F.lli Bronzetti N° 28

24124 Bergamo

Tel: +39 - 035 - 0760711


MalaysiaLeviat

28 Jalan Anggerik Mokara 31/59

Kota Kemuning,

40460 Shah Alam Selangor

Tel: +603 - 5122 4182


Netherlands Leviat

Oostermaat 3

7623 CS Borne

Tel: +31 - 74 - 267 14 49


New ZealandLeviat

2/19 Nuttall Drive, Hillsborough,

Christchurch 8022

Tel: +64 - 3 376 5205


Norway Leviat

Vestre Svanholmen 5

4313 Sandnes

Tel: +47 - 51 82 34 00


Poland Leviat

Ul. Obornicka 287

60-691 Poznan

Tel: +48 - 61 - 622 14 14


SingaporeLeviat

14 Benoi Crescent

Singapore 629977

Tel: +65 - 6266 6802


Spain Leviat

Polígono Industrial Santa Ana

c/ Ignacio Zuloaga, 20

28522 Rivas-Vaciamadrid

Tel: +34 - 91 632 18 40


Sweden Leviat

Vädursgatan 5

412 50 Göteborg

Tel: +46 - 31 - 98 58 00


Switzerland Leviat

Hertistrasse 25

8304 Wallisellen

Tel: +41 - 44 - 849 78 78


United Kingdom Leviat

A1/A2 Portland Close

Houghton Regis LU5 5AW

Tel: +44 - 1582 - 470 300

E-Mail: [email protected]

United States of America Leviat

6467 S Falkenburg Rd.

Riverview, FL 33578

Tel: (800) 423-9140


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