1. Unique identification code of the product-type: fischer

DECURATION OF PERFORMANCE

No. 0006

1. Unique identification code of the product-type: fischer injection system FIS GREEN

2. Intended use/es:

Product Intended use/es

Metal anchors for use in concrete (heavy-duty type) For fixing and/or supporting concrete structural elements

er heavy units such as cladding and suspended ceilings

3. Manufacturer: fischerwerke GmbH &Co. KG, Otto-Hahn-Straße 15, 79211 Denzlingen, Germany

4. Authorised repräsentative: ~

5. System/s of AVCP: 1

6a. Harmonised Standard; —

Notified body/les: —

6b. European Assessment Document: ETAG001-5; 2013-04

European Technical Assessment: ETA-14/0408; 2014-12

Technical Assessment Body: DIBt

Notified body/ies: 1343 - MPA Darmstadt

7. Declared performance/s:

Mechanical resistance and stability (BWR 1)

Essential characteristic Performance

Characteristic resistance for design according to TR029 See Annex C 1 to C 5

Characteristic resistance for design according to CENAS1992-4:2009

See Annex C 6 to C 11

Displacements under tension an shear loads See Annex C 12/C 13

Safety in case of fire (BWR 2)

Essential characteristic Performance

Reaction to fire Anchorages satisfy requirements for Class AI

Resistance to fire No Performance determined (NPD)

8. Appropriate Technical Documentation and/or Specific Technical Documentation: —

The Performance of the product identified above is in conformity with the set of declared performance/s. This declaration

of Performance is issued, in accordance with Regulation (EU) No 305/2011, under the sole responsibility of the

manufacturer identified above.

SIgned for and on behalf of the manufacturer by:

Andreas Bucher, Dipl.-Ing.

Tumlingen, 2015-02-03

Wolfgang Hengesbach, Dipl.-Ing., Dipl.-Wirtsch.-Ing.

Page 16 of European Technical AssessmentETA-14/0408 of 19 December 2014

English translation prepared by DIBt

DeutschesInstitut

für

Bauteclinilt DIBt

Table C1: Characteristic values of resistance for threaded rods under tension loads in non-cracked concrete (Design according to TR 029)

Anchorsize M8 1 IVI10 M12 M16 M20

Installation safety factor Y2 [-] 1,2

Combined pullout and concrete cone failure

Diameter for caiculation | d [mm] 8 1 10 12 16 20

Characteristic bond resistance in non-cracked concrete C20/25

Temperature ränge 1 '̂ "^Rk.ucr [N/mm^] 10,5 10,0 9,5 8.5 7.5

Temperature ränge 11 '̂ 'Cpk.ucr [N/mm^] 9,5 9,0 8.5 7.5 6.5

Increasing factor i+'c

C25/30 [-] 1,02C30/37 [-] 1,04C35/45 [-] 1,07C40/50 [-] 1,08

C45/55 [-] 1,09C50/60 [-1 1.10

Splitting failure

Edge distance Ccrsph/he,>2,0 [mm] 1.0 he,

2,0>h/he,>1,3 [mm] 4,6 hef-1,8 h

h/he,<1,3 [mm] 2,26 hefSpacing Scr.sD fmmj 2 Ccr SD

^'See Annex B1

fischer Injectionsystem FIS GREEN

Performances

Characteristic values of resistance forthreaded rods undertension load in non-cracked

concrete. Design according to TR 029

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Table C2: Characteristic values of resistance for internal threaded anchors RG MI under

tension loads in non-cracked concrete (Design according to TR 029)

Anchorslze M8 MIO M12 M16

Installation safety factor Y2 [-] 1,2

Steel failure

Property

Characteristic resistance class

5.8 [kN] 19 29 43 79

8.8 [kN] 29 47 68 108

with screw NRk,s Propertyclass 70

A4 [kN] 26 41 59 110

C [kN] 26 41 59 110

PropertyPartial safety factor class

5.8 [-1 1,50

8.8 [-1 1,50

Yms.n '̂ Propertyclass 70

A4 [-1 1,87

C [-] 1,87

Combined pullout and concrete cone failureCharacteristic bond resistance in non-cracked concrete C20/25

Temperature ränge l''' [kN] 32 38 56 76

Temperature ränge II"'' NV.P [kN] 30 35 51 70

increasing factor ^+^0

C25/30 f-1 1.02

C30/37 [-1 1,04

C35/45 [-1 1,07

C40/50 [-1 1,08

C45/55 [-1 1,09

C50/60 [-] 1,10

Splitting failure

Edge distance Ccr,sph/he^2,0 [mm] 1,0 he,

2.0>h/he,>1,3 [mm] 4,6 he,-1,8 h

h/hef<1,3 [mm] 2,26 he,

Spacing Scr.sD [mm] 2 Ccr.sD

In absence of other national regulationsSee Annex B1


Performances

Characteristic values of resistance for internal threaded rods under tension load

in non-cracked concrete. (Design according to TR 029)

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Table C3: Characteristlc values of resistance for reinforcing bars under tension loads in non-cracked concrete (Design according to TR 029)

Size 0 [mm] 8 1 10 12 14 1 16 20

Installation safety factor Y2 [-] 1.2Combined pullout and concrete cone failureDiameter of caiculation d [mm] 8 10 1 12 1 14 16 20


Temperature ränge 1" '̂ tpk.ucr [N/mm1 7.5 7.5 7,5 7.5 7.5 7.5

Temperature ränge 11 '̂ TRk,uc, [N/mm^] 6.5 6,5 6.5 6.5 6.5 6.5

C25/30 [-] 1,02

C30/37 [-] 1,04

Increasing factorC35/45 [-] 1,07

C40/50 [-] 1,08

C45/55 [-] 1,09

C50/60 [-1 1.10

Splitting failure

h/he,>2.0 [mm] 1,0 he.Edge distance Ccr,sp 2,0>h/h«,>1,3 [mm] 4.6 he. -1.8 h

h/he,<1.3 [mm] 2,26 he.Spacing Scr.sD [mm] 2 Ccr.sD

In absence of other national regulationsSee Annex B1

Table C4: Characteristic values of resistance for rebar anchors FRA under tension loads in

non-cracked concrete (Design according to TR 029)

Size MI 2 MI 6 M20

Installation safety factor Y2 [-] 1.2Steel failure

Characteristic resistance Nfiks [kN] 63 III 173

Partial safety factor [-] 1.40

Combined pullout and concrete cone failureDiameter of caiculation 1 dl [mm] 12 16 20


Temperature ränge 1 '̂ iRk.ucr [N/mm-^] 7.5 7.5 7.5

Temperature ränge 11^ "^Rk.ucr [N/mm'̂ ] 6,5 6.5 6.5

C25/30 [-1 1,02

C30/37 [-1 1,04

Increasing factorC35/45 [-1 1,07

C40/50 [-] 1.00

C45/55 [-1 1,09

C50/60 [-1 1,10

Splitting failure

h/he,>2.0 [mm] 1,0 he.Edge distance Ccrsp 2,0>h/hef>1,3 [mm] 4.6 he,--1.8 h

h/he,<1.3 [mm] 2,26 he.

Spacing ^cr.sp [mm] 2 Ccr.spIn absence of other national regulations

^'See Annex B1


Performances

Characteristic values of resistance for reinforcing bans and rebar anchors FRA undertension load in non-cracked concrete. (Design according to TR 029)

Annex C 3

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Table C5: Characteristic values of resistance for threaded rods under shear loads In non-

cracked concrete (Design according to TR 029)

Slze M8 MIO M12 M16 M20

Concrete pryout failure

Factor k in equation (5.7) of TechnicalReport TR 029, Section 5.2.3.3

k [-] 2,0

Table C6: Characteristic values of resistance for internal threaded rods RG MI under shear

loads in non-cracked concrete (Design according to TR 029)

Size M8 M10 1 M12 M16

Steel failure without lever arm

Charactenstic ^5.8 fkN] 9,2 14,5 21,1 39,2

8.8 fkNl 14,6 23,2 33,7 62,7

Property^ class 70

A4 [kN] 12,8 20,3 29,5 54,8

C fkN] 12,8 20,3 29,5 54,8

Steel failure with lever arm

. .. PropertyCharactenstic

5.8 [Nm] 20 39 68 173

8.8 fNm] 30 60 105 266

Propertyclass 70

A4 [Nnn] 26 52 92 232

C [Nml 26 52 92 232



k [-] 2,0


Performances

Characteristic values of resistance for threaded rods and internal threaded anchors

RG MI under shear loads in non-cracked concrete (Design according to TR 029)

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Table C7: Characteristic values of resistance for reinforcing bars under shear loads in non-cracked concrete (Design according to TR 029)

Size 0 [mm] 8 10 12 14 16 1 20Concrete pryout failure


k [-] 2,0

Table C8: Characteristic values of resistance rebar anchors FRA under shear loads in non-cracked concrete (Design according to TR 029)

Size 1 M12 1 M16 M20


Characteristic resistance VRk,S [kN] 30 55 86


Characteristic resistance M^Rk.S [Nm] 92 233 454

Partial safety factor YMsV' [-1 1,56

Concrete pryout failureFactor k in equation (5.7) of TechnicalReport TR 029, Section 5.2.3.3

k [-] 2,0

In absence of other national regulations


Performances

Characteristic values of resistance for reinforcing bars and rebar anchors FRA undershear loads in non-cracked concrete (Design according to TR 029)

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Table C9: Characteristic values of resistance for threaded rods under tension loads in non-

cracked concrete (Design according to CEN/TS 1992-4)

Anchorsize M8 MIO mi M16 M20

Installation safety factor Yinst H 1.2Steel failure

Characteristic resistance [kN] As X f„k

Combined pullout and concrete cone failureDiameter for caiculation d [mml 8 10 1 12 16 20


Temperature ränge 1 '̂ "^Rk.ucr [N/mm-^] 10,5 10,0 9,5 8,5 7,5

Temperature ränge 11 '̂ tRk.uci [N/mm^] 9,5 9,0 8,5 7,5 6,5

Increasing factor 'l'c

C25/30 [-] 1,02C30/37 [-] 1,04

C35/45 [-] 1,07

C40/50 [-] 1,08

C45/55 [-] 1,09

C50/60 [-] 1,10Factor acc. CEN/TS-1992-4

Section 6.2.2.3kg [-] 10,1

Splitting failure

Factor acc. CEN/TS-1992-4

Section 6.2.3.1 kucf [-] 10,1

Edge distance Ccr,sph/he,>2.0 [mm] 1.0 hef

2.0>h/he,>1.3 [mm] 4,6 he," 1,8 h

h/hef<1,3 [mm] 2,26 he,Spacing Scr.sD [mm] 2 Ccr.sD

' See Annex B1


Performances

Characteristic values of resistance for threaded rods under tension load in non-cracked

concrete. Design according to CEN/TS-1992-4

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Table CIO: Characteristic values of resistance for internal threaded anchors RG MI under

tension loads in non-cracked concrete (Design according to CEN/TS 1992-4)

Anchorsize M8 MIO M12 M16

Installation safety factor ymst [-1 1,2Steel failure

PropertyCharacteristic resistance class

5.8 [kN] 19 29 43 79

8.8 [kN] 29 47 68 108

with screw/ Nr^s Propertyclass 70

A4 fkN] 26 41 59 110

C [kNl 26 41 59 110

Partial safety ^ Jfnrtnr Oldbb

5.8 f-l 1,50

8.8 [-] 1,50

1) Propertyclass 70

A4 [-] 1,67

C [-] 1,87

Combined pullout and concrete cone failureCharacteristic bond resistance in non-cracked concrete C20/25

Temperature ränge 1'̂ ' [kN] 32 38 56 76

Temperature ränge 11" '̂ [kNl 30 35 51 70

Increasing factor

C25/30 [-1 1,02

C30/37 [-1 1,04

C35/45 [-] 1,07

C40/50 [-1 1,08

C45/55 [-1 1,09

C50/60 [-] 1,10

Factor acc. CEN/TS-1992-4-5:2009

Section 6.2.2.3ks [-] 10,1

Splitting failure

Factor acc. CEN/TS-1992-4-5:2009

Section 6.2.3.1kucr [-1 10,1

Edge distance Ccr.sph/he^2.0 [mm] 1,0 he,

2,0>h/he,>1.3 [mm] 4,6 he,-1.8 h

h/he,<1,3 [mm] 2,26 he.

Spacing Scr.SD [mm] 2 Ccr.sD

In absence of other national regulations^'See Annex B1


Performances

Characteristic values of resistance for intemal threaded rods RG MI undertension load in

non-cracked concrete. Design according to CEN/TS-1992-4

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Table C11: Characteristic values of resistance for reinforcing bars under tension loads in non-cracked concrete (Design according to CEN/TS 1992-4)

Size 0 [mm] 8 10 12 14 16 1 20Installation safety factor Yinst [-] 1,2

Steel failure

Characteristic resistance Nrks [kNl AsXfuK

Combined pullout and concrete cone failureDiameterof caiculation d [mm] 8 10 12 14

oCM

CO


Temperature ränge i ^Rk.ucr [N/mm'] 7,5 7,5 7.5 7,5 7,5 7,5

Temperature ränge II tRk.ucr [N/mm"] 6.5 6.5 6.5 6,5 6,5 6,5

Increasing factor

C25/30 [-] 1,02

C30/37 [-] 1,04

C35/45 [-1 1,07

C40/50 [-] 1,08

C45/55 [-] 1,09

C50/60 [-] 1,10

Factor acc. CEN/TS-1992-4-

5:2009

Section 6.2.2.3

1^ [-] 10,1

Splitting failure


5:2009

Section 6.2.3.1

kucr I-] 10,1

Edge distance Ccrsph/he^2,0 [mm] 1,0 he,

2,0>h/he,>1,3 [mm] 4,6 h«,-1,8h

h/hef<1.3 [mm] 2,26 hef

Spacing Scr,sp [mm] 2 Ccr,sp

1) See Annex B1


Performances

Characteristic values of resistance for reinforcing bars under tension load in non-cracl<edconcrete. Design according to CEN/TS-1992-4

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Table C12: Characteristic values of resistance for rebar anchors FRA under tension loads innon-cracked concrete (Design according to CEN/TS 1992-4)

Size M12 1 M16 M20Installation safety factor Ylnst [-] 1.2

Steel fallure

Characteristic resistance Nrks [kN] 63 III 1 173Partial safety factor

1)Yms.n [-] 1,40

Combined pullout and concrete cone failure

Dianneter of caiculation d 1 [mm] 12 1 16 20


Temperature ränge 1 '̂ ^Rk.uci [N/mm^] 7,5 7,5 7,5

Temperature ränge 11^* tRk.gcr [N/mm1 6,5 6,5 6,5

Increasing factor

C25/30 [-] 1,02

C30/37 [-1 1,04

C35/45 f-1 1,07

C40/50 [-] 1,08

C45/55 [-] 1,09

C50/60 [-] 1,10


5:2009 Section 6.2.2.3ks [-] 10,1

Splitting failure

Factor acc. CEN/TS-

1992-4-5:2009

Section 6.2.3.1

kucr [-] 10,1

Edge distance Ccrsph/he,>2.0 [mm] 1,0 he,

2,0>h/he,>1,3 [mm] 4,6 he,-1,8 h

h/he,<1,3 [mm] 2,26 he,

Spacing Sa.sD [mm] 2 Ccr sD

In absence of other national regulations^'See Annex B1


Performances

Characteristic values of resistance for rebar anchors FRA under tension load in non-

cracked concrete. Design according to CEN/TS-1992-4

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Table C13: Characteristic values of resistance for threaded rods under shear loads in non-


Size M8 1 MIO M12 M16 M20

Installation safety factor Yinst [-] 1.0


Characteristic resistance VRk,S [kN] 0,5 As X fuk

Ductility factor acc. to CEN/TS 1992-4-5, Section 6.3.2.1

k2 H 0,8


Characteristic resistance [Nm] 1,2X WeiXfuk

Concrete pryout failureFactor in equation of CEN/TS 1992-4-5,Section 6.3.3 ka [-1 2,0

Concrete edge failureEffective length of anchor If fmml If - min (hef, 8 dnnnOOutside diameter of anchor dfx)m [mm] 8 10 12 16 20

Table C14: Characteristic values of resistance for internal threaded rods RG MI under shear

loads in non-cracked concrete (Design according to CEN/TS 1992-4)

Size M8 MIO M12 M16

Installation safety factor Yinst 1 [-] 1,0


Characteristic cla^ss '̂̂ ^ 5.8 [kNl 9,2 14,5 21,1 39,2

8.8 [kN] 14,6 23,2 33,7 62,7

,, Property® class 70

A4 [kN] 12,8 20,3 29,5 54,8

C [kN] 12,8 20,3 29,5 54,8Ductility factor acc. to CEN/TS 1992-4-5,Section 6.3.2.1

k2 [-] 0.8


class ^5.8 [Nm] 20 39 68 173

8.8 [Nm] 30 60 105 266resisiance _..0 Property

" class 70A4 [Nm] 26 52 92 232

C [Nm] 26 52 92 232

Concrete pryout failureFactor in equation of CEN/TS 1992-4-5,Section 6.3.3

ks [-1 2.0

Concrete edge failureEffective length of anchor If [mm] 90 90 125 160

Outside diameter of anchor dnom [mm] 12 16 18 22


Performances

Characteristic values of resistance for threaded rods and internal threaded anchors

RG MI under shear loads in non-cracked concrete (Design according to CEN/TS

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Table C15: Characteristic values of resistance for reinforcing bars under shear loads in non-cracked concrete (Design according to CEN/TS 1992-4)

Size 0d [mm] 8 10 12 14 16 20

Installation safety factor Yinst [-1 1,0


Characteristic resistance VRk,s [kN] 0,5AsXfuK

Ductility factor acc. to CEN/TS 1992-4-5,Section 6.3.2.1 [-] 0,8


Characteristic resistance M°rks [Nm] 1.2xWe,xf„k


Factor in equation of CEN/TS 1992-4-5,Section 6.3.3

ks [-] 2,0

Concrete edge failure

Effective length of anchor If [mm] 1, = min (het: 8dnom)

Outside diameter of anchor dnom [mm] 8 10 12 14 1 16 20

Table C16: Characteristic values of resistance rebar anchors FRA under shear loads in non-


Size M12 M16 M20

Installation safety factor Yinst f-1 1,0


Characteristic resistance VRk,S [kN] 30 55 86

Ductility factor acc. to CEN/TS 1992-4-5,Section 6.3.2.1

kz [-] 0,8


Characteristic resistance M°rk,s [Nm] 92 233 454

Partial safety factor yms.v [-] 1,56


Factor in equation of CEN/TS 1992-4-5,Section 6.3.3

ks [-] 2,0

Concrete edge failure

Effective length of anchor if [mm]

Outside diameter of anchor dnom [mm] 12 16 20

In absence of other national regulations


Performances

Characteristic values of resistance for reinforcing bars and rebar anchors FRA undershear loads in non-cracked concrete (Design according to CEN/TS 1992-4)

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Table C17: Displacements under tension load^'for tlireaded rods

Size M8 1 M10 M12 M16 1 M20Temperature ränge 1and II

5No-Factor [mm/(N/mm^)] 0,09 0,09 0,10 0,11 0,11

5N^,-Factor [mm/(N/mnfO] 0,14 0,14 0,15 0,17 0,17

Caiculation of the displacement

8no = ÖNo-Factor • x

8noc = 5N„-Factor • x

Table C18: Displacements under shear ioad '̂ for threaded rods

Size M8 MIO M12 1 M16 IV120

Temperature ranqe 1and II

5vo-Factor [mm/kN] 0,18 0,15 0,12 0,09 0,07

5vc^-Factor [mm] 0,27 0,22 0,18 0,14 0,11

Caiculation ofthe displacement

Sno = »No-Factor • V8n» = 5N„-Factor • V

Table C19; Displacements under tension load^* for internal threaded anchors RG MI

Size 11 M8 MIO M12 M16

Temperature ränge 1and Ii

ÖNo-Factor [mm/(N/mm^)] 0,10 0,11 0,12 0,12

5N,x,-Factor [mm/(N/mm^)] 0,15 0,17 0,18 0,18


5no = ÖNo-Factor • x

8n» = §Noo-Factor • x

Table C20: Displacements under shear load '̂ for internal threaded anchors RG Ml

Size M8 MIO M12 M16

Temperature ranqe 1and II

5vo"Factor [mm/l<N] 0,18 0,15 0,12 0,09

5vo-.-Factor [mm/kN] 0,27 0,22 0,18 0,14


8no = ÖNo-Factor • VSnoo ~ Sig^-Factor • V


Performances

Displacements threaded rods and internal threaded anchor

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Table C21: Displacements under tension load'' for reinforcing bars

Size 0 fmml 1 8 10 12 14 16 20

Temperature ränge 1and II

ÖNo-Factor [mm/(N/mm^)] 0,09 0,09 0,10 0,11 0,12 0,13

5N»-Factor [mm/(N/mm^)l 0,13 0,14 0,16 0,16 0,18 0,20


5no ~ 5No~F3Ctor • X

Snod = 5noo-Factor • x

Table C22: Displacements under shear load '̂ for reinforcing bars

Size 1 0 fmml 8 10 12 14 16 1 20Temperature ränge 1(-40°C / +40''C) and temperature ränge II (-40°C / +80°C)

Svo-Factor [mm/kN] 0,18 0,15 0,12 0,10 0,09 0,07

5v„-Factor [mm/kN] 0,27 0,22 0,18 0,16 0,14 0,11


Sno ~ 5N0"F3Ctor' V

5noo = 5N^-Factor • V

Table C23: Displacements under tension load '̂ for rebar anchor FRA

Size 0 1 [mm] MIO 1 M12 M16


5no~Factor fmm/CN/mm^')] 0,09 0,10 0,12

^Noc-Factor [mm/(N/mm'')] 0,14 0,16 0,18


8no ~ 5N0"Factor • x

5n<^ = 5N„-Factor • x

Table024: Displacements under shear load '̂ for rebar anchor FRA

Size 0 fmml 1 MIO 1 M12 M16


5vo-Factor fmm/kN] 0,15 0,12 0,09

5v„-Factor fmm/kN] 0,22 0,18 0,14


Sno ~ 5No-Factor • V8nco = 5N„-Factor • V


Performances

Displacements reinforcing bars and rebar anchor FIRA

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Documents

1. Unique identification code of the product-type: fischer