dibt...annex ai 8.06.01-231/19 page 6 ofeuropean technical assessment eta-98/0004of18 february 2020...

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Approval body for construction products8nd types of construction

Bautechnisches Prüfamt

An Institution established by the Federal andLaender Governments

★ ★

DMignatedaccording to

Article 29 of Regulation (EU) No 305/2011

and member of EOTA

(Europaan Organisation forTechnical ^

Assessment)

★ ★★

ETA-98/06b4

Member of

www.eota.eu

European Technical

Assessment of 18 February 2020

English translation prepared by DIBt - Original version in German language

General Part

Technical Assessment Body issuing theEuropean Technical Assessment:

Trade name of the construction product

Product familyto which the construction product betongs

Manufacturer

Manufacturing plant

This European Technical Assessmentcontains

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

This Version replaces

Deutsches Institut für Bautechnik

fischer-Zykon-Anchor FZA, FZA-D, FZA-I, F2A ST

Mechanicai fastener for use in concrete

fischerwerke GmbH & Co. KG

Klaus-Fischer-Straße 1

72178 Waldachtal

DEUTSCHLAND

fischenwerke

31 pages including 3 annexes which form an integral partof this assessment

EAD 330232-01-0601

ETA-98/0004 issued on 12 September 2016

Deutsches Institut für Bautechnlk

Kolonnenstraße 30 B j10829 Berlin | GERMANY 1Phone: +493078730-01 Fax: +493078730-3201 Email: [email protected] | www.dibt.de

Z77785.19 8.06.01-231/19

European Technical AssessmentETA-98/0004

English translation prepared by DIBt

Deutsches

institutfür

Bautechnik DIBt

of 31 118 February 2020

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

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

This European Technical Assessment may be withdrawn by the issuing Technical Assessment Body, inparticular pursuant to information by the Commission in accordance with Article 25(3) of Regulation(EU)No 305/2011.

zm85.19 8.06.01-231/19

DeutschesInstitut

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European Technical AsseasmentETA-98/0004


of 31 | 18 February 2020

Specific Part

1 Technical description of the product

The fischer-Zykon-Anchor FZA, FZA-D, FZA-I and FZA ST is an anchor made of galvanised orstainless or high corrosion resistant steel which is placed in an undercut hole and anchored bymechanical interlock with displacement-controlied installation.

The bolt projection anchor FZA and the through bolt anchor FZA-D consists of a conical boltwith external thread, an expansion sieeve and a hexagon nut with washer. The internalthreaded anchor FZA-I consists of a conical bolt with internal thread and an expansion sieeve.The bold projecting anchor FZA ST consists of a conical t)olt with hexagon projecting end, anexpansion sieeve with colour marking, a hexagon nut with washer and a plastic sieeve.

The anchor is anchored by impact acting on the expansion sieeve over the cone bolts in theundercuts of the borehole.

The product description is given in Annex A.

2 Specification of the Intended use in accordance with tiie appllcabie EuropeanAssessment Document

The Performances given in Section 3 are only valid if the fastener is used in compliance with thespecifications and conditions given in Annex B.

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

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

3.1 IMechanical resistance and stability (BWR 1)

277785.19

Essential characteristic Performance

Characteristic resistance to tension load

(static and quasi-static loading)See Annex C1 to C3.Annex C7

Characteristic resistance to shear load

(static and quasi-static loading)See Annex C4 to C6

Displacements (static and quasi-static loading) See Annex C14 to C15

Durability See Annex B1

Characteristic resistance and displacements forseismic Performance categories C1 and C2

See Annex C8 to C11

8.06.01-231/19

Deutsches

Institutfür

Bautechnik DIBtEuropean Technical AasessmentETA-98/0004


of 31 118 February 2020

3.2 Safety in case of fire (BWR 2)

Essentlal characteristic Performance

Reaction to fire Class AI

Resistance to fire See Annex 012 to 013

Assessment and verification of constancy of Performance (AVCP) system applied, wtthreference to Its legal base

In accordance with the European Assessment Document EAD 330232-01-0601 the applicableEuropean legal act is; [96/582/EC].

The system to be applied is: 1

Technical details necessary for the implementation of the AVCP system, as provided forin the applicable European Assessment Document

Technical details necessary for the implementation of the AVCP system are laid down In thecontrol plan deposited with Deutsches Institut für Bautechnik.

Issued in Berlin on 18 February 2020 by Deutsches Institut für Bautechnik

BD Dipl.-Ing. Andreas Kummerow

Abteilungsleiter

Z77785.19

beglaubigt:

Ziegler

8-06-01-231/19

of European Technical AssessmentETA'-98/0004 of 18 February 2020


Bolt projecting anchor FZA:

Conical bolt Expansion sieeve

\\

Through bolt anchor FZA D:

Conical bolt Expansion sieeve

fischer-Zykon-Anchor FZA, FZA D, FZA I, FZA ST

Product descriptionInstalied condition

Z10976.20

DeutschesInstitut

fürBautechnik DBt

Colour marking

Colour marking

(figure not to scale)

Annex AI

8.06.01-231/19

of European Technical AssessmentETA-98/0004 of 18 February 2020


DeutschesInstitut

für

Bautechnik DIBt

Internal thread anchor FZA I:

N

\

\

Conical bolt with internal thread Expansion sieeve Fastening screw.Z ^

\

\

\

Bolt projecting anchor FZA

Legend: h«f

tfix

df

u

h

Tinst

Is

Conical bolt Expansion sieeve Coiouj marking

Plastic sieeve

Effective embedment depth dnom = Nominal anchordiameterThickness of fixture ho = Drill hole depthDiameter of the clearance hole in the fixture

Gap between conical bolt with internal thread and expansion sieeve (FZA I)Thickness of concrete member

Required torque momentScrewing depth scale)


Product descriptionInstalied condition

Z10976.20

Annex A2

8.06.01-231/19



Type of anchors

Bolt protectina anchor

FZA ST:

DeutschesInstitut

fürBautechnik

Marking e.g.FZA 12x40

<=x FZA 12x40 A4

FZA 12x40 C

Marking e.g.CI> FZA 14x40 ST A4

DIBt

Expansion sieeve with knurling at FZA 12x40 STPlastic sieeve

Throuah bolt anchor

FZAD:

L-

öZvkon drill

FZUB:

-j

O

Settino tool FZE Plus

centring pin forinternal thread anchor

^ ) (2

Internal thread anchor

FZAI:

©

Marking e.g.<=x FZA 12x50 D/10

<=> FZA 12x50 D/10 A4<=> FZA 12x50 D/10 C

Related fastening screws respectivelythreaded rods must con-espond to Annex A7and with inspection certificate 3.1 acc. toEN 10204:2005-01

Marking e.g.<0<FZUB 12x40s.\

-'

\•" ;)



Product descriptionAnchor Types and tools

Z10976.20

Annex A3

8.06.01-231/19



Types of expansion-sleeve

o

o ]

manufactured by punching

FZA

x>

Q

Colour marking

Colour marking

DeutschesInstitut

fürBautechnil(

manufactured by turning

•ocOo

hl

Projecting end withhexagon

O

o

Table A4.1; Dimensions bolt projecting anchor FZA [mm]Type of anchor Thread tfixmin

FZA10x40M6/tHx M6

FZA12x40M8/tRx'' M8

FZA 14x40 M 10 MIO 10

FZA12x50M8/tfix MB

FZA 14x60 M 10/tfix MIO 10

FZA 18 x 80 M 12/tfix M12 12

FZA 22x100 MI6/tfix

FZA 22x 125M16/tfix"M16 16

FZA 12x40 ST A4'> M8

FZA 14x40 ST A4'>

FZA 14x60 ST A4MIO 10

Expansion sieeve with notch2) Design: threaded bolt with cone nut

Expansion sieeve with knurling at FZA 12x40 ST

tfix max

50

100

150

100

150

200

250

100

150


Product descriptionAnchor dimensions

Z10976.20

mm h max

50 100

52 154

54 204

62 164

80 232

99 301

122 374

147 399

62 164

54 204

80 232

Diet

Notch^^

73)

0di 0d2

10

40 12

14

50 12

60 14

80 18

100

12522

503) 12

40

6014


Annex A4

8.06.01-231/19



FZAD

"O

Q

XJ

Q

Colour marking

Colour marking

3

£

Ii

DeutschesInstitut

fürBautechnik

O

o

DIBt

Notch^>

Table A5.1: Dimensions through bolt anchor FZA D [mm]Type of anchor Thread d tiixmin tfix max li b I3 0 dl 1 0 da

FZA12x50M8D/10^'10

69 50 40

FZA 12x60 M 8 D/10 M8 8 79 6050

12

FZA 12x80 MB D/30 30 9980

FZA14X80M10D/20MIO 10 1

20 10260 14

FZA14X100M10D/40 40 126100

FZA 18x 100 M 12 D/20M12 12

20 12680 18

FZA 18 X 130 M 12 D/50 50 156 130

FZA22X 125M 16D/25 M16 16 25 156 125 100 22

Expansion sieeve with notch2) Design: threaded bolt with cone nut

FZAI

X)

Q

Table A5.2: Dimensions internal thread anchor FZA I [mm]

££

I-

Notch^^

O

O

Type of anchor Thread d 0di 0d2 1

FZA12x40M6P>M6 6 12

40

FZA12X50M6I 50

FZA 14x60 M8I M8 8 14 60

FZA 18 X 80 M 10 1 MIO 10 18 80

FZA 22 X 100 M 12 1M12 12 22

100

FZA 22x 125M 12 n» 125

Expansion sieeve with notch


Product descriptlonAnchor dimensions

Z10976.20


Annex A5

8.06.01-231/19



Zykon drill FZUB

DeutschesInstitut

fürBautechnik

SDS Plus

Marking e.g.

FZUB 12x40

DIBt

Table A6.1: Dimensions Zykon drill FZUB [mm]Type of drill Connection h I2 ä dt Ö2 0d3i

FZUB 10x40 12640

10.35-10,80

FZUB 12x40 127

FZUB 12x50 137 5012,45-12,85

FZUB 12x60 147 60

FZUB 12x80 167 80

FZUB 14x40 130 4039,5

FZUB 14x60SDS plus

152 6014,45-14,85 Ö2iÖ^

FZUB 14x80 172 80

FZUB 14 X 100 192 100

FZUB 18x80 172 80

FZUB 18 X 100 192 100 18,75-19,15

FZUB 18 X 130 222 130

FZUB 22 X 100 197 10022,45 - 22,95 43,5

FZUB 22 X 125 222 125

Zykon drills FZUB and setting tools to use, acc. to Annex 82

Setting tool FZE Plus:

Marking e.g.

<0 FZE 12

Centring pin for setting tool FZE Plus:

Marking e.g.FZE 12 I

m


Product descriptlonZykon drill FZUB and setting tool FZE Plus

Z10976.20

Optional fischer filling disc FFD for e.g.seismic C2 application:

-A-


Annex A6

8.06.01-231/19



Deutschesinstitut

fürBautechnik DIBt

Table A7.1: Materials FZA, FZA D, FZA 1(zinc plated > 5\im, ISO 4042:2018)FZA, FZA D (hot-dip qalvanized ISO 10684:2011)

Part Designation Material

1

Cone bolt with extemal threadCold form steel or free cutting steelNominal steel tensile strength: fukS 1000 N/mm*

Conical bolt with internal thread 2)Steel, EN 10277:2018Nominal steel tensile strength fuk s 1000 N/mm*

2 Expansion sieeve seamless or rolied Steel

3 Washer Cold Strip, EN 10139:2016

4 Hexagon nut Steel, property class min. 8, ENiSO 898-2:2012

Table A7.2: Materials FZA A4, FZA D A4 FZA 1A4, FZA ST A4Part Designation Material

1Cone bolt with external thread

Stainless steel EN 10088:2014Conical bolt with internal thread

2 Expansion sieeve seamless or roliedStainless steel EN 10088:2014

3 Washer

4 Hexagon nutStainless steel EN 10088:2014;ISO 3506-2:2018; property class - min. 70

Table A7.3: Materials FZA C, FZA D C, FZA 1CPart Designation Material

1Cone bolt with external thread

Conical bolt with internal threadHigh corrosion resistant steel EN 10088:2014

2 Expansion sieeve seamless or rolied

3 Washer

4 Hexagon nutHigh corrosion resistant steel EN 10088:2014;ISO 3506-2:2018; property class - min. 70

Alternative method sherardized, EN 13811:200321 Related screws or threaded rods: property class 8.8 according to ENISO 898-1:2012; ductility As > 8%; zinc

plated3) Related screws or threaded rods: property class > 70 according to ENiSO 3506-1:2018; ductility As > 8%;

stainless steei 1.4401,1.4404,1.4578,1.4571,1.4439,1.4362 according to EN 10088: 2014^1 Related screws or threaded rods: property class > 70 according to ENiSO 3506-1:2018; ductility As > 8%; high

corrosion resistant steel 1.4529,1.4565 according to EN 10088:2014

fischer-Zykon-Anchor FZA, FZA D, FZA 1, FZA ST

Product descriptionMaterials

Annex A7

Z10976.20 8.06,01-231/19



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Specifications of intended use

Anchorages sublect to:

Size

Static and quasi-static loads

Cracked and uncracked

concrete

Fire exposure

Seismic Performance C1category C2

FZA 10x40

FZA 12x40

FZA 12x40 ST

FZA 12x50

FZA 14x40

FZA 14x40 ST

FZA 14x60

FZA 14x60 ST

FZA 18x80

FZA 22x100

FZA 22x125

FZA12x50 D

FZA12x60 D

FZA 12x80 D

FZA 14x80 D

FZA 14x100 0

FZA 18x100 0

FZA 18x130 0

FZA 22x125 0

FZA12x401

FZA 12x501

FZA 14x601

FZA 18x801

FZA 22x100 i

FZA 22x1251

Base materlals:

• Compacted reinforced or unreinforced normal weight concrete without fibers of strength classes C20/25 to

C50/60 according to EN 206:2013+A1:2016

Use conditions (Environmental conditions):• Structures subject to dry intemal conditions

(Zinc plated steel, hot-dip galvanized steel, stainless steel, high corrosion-resistant steel)

• For all other conditions according to EN 1993-1-4:2006 + AI :2015 corresponding to corrosion resistance class- CRC III for FZA A4

- CRC V for FZA C

Design:

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

• Verifiable caiculation notes and drawings are to be prepared taking account of the loads to be anchored. The

Position of the anchor is indicated on the design drawings (e.g. position of the anchor relative to reinforcement

or to supports, etc.)

• Design of fastenings according to EN 1992-4:2018


Intended Use

Specifications

Z10976.20

Annex B1

8.06.01-231/19



DeutschesInstitut

fürBautechnik DIBt

Table B2.1: Installation Parameters for FZA, FZA D, FZA 1, FZA ST

Type of anchor

Drill hole

depth

> ho

fmm]

Drill

FZUB

Setting tool

FZE Plus

1IVI

Torquemoment

Tinst [Nm]

Gap

u [mm]

Scre

de

Is [r

max

wing3th

im]

min

FZA10x40M6/tfix

43

10x40 10 7 8,5

-

FZA12x40M8/tfix 12x40 12 9 20

FZA14X40M 10/tfix 14x40 14 12 40

FZA12x50M8/tfi. 54 12x50 12 9 20

FZA14X60M 10/ttix 63 14x60 14 12 40

FZA18x80M12/tfix 83 18x80 18 14 60

FZA 22x 100M16/tfix 103 22 x 10022 18 100

FZA 22x 125M16/tfix 127 22 x 125

FZA 12x40 ST A443

12x40 12

17 20 -FZA 14x40 ST A4 14x4014

FZA 14x60 ST A4 63 14x60

FZA12X50M8D/10 43 12x50

12 14 20

-

FZA 12x60 M 8 D/1053

12x60

FZA 12 x 80 M 8 D/30 12x80

FZA 14 X 80 M 10 D/2063

14x8014 16 40

FZA14x100M10D/40 14x 100

FZA18X100M12D/2083

18x 10018 20 60

FZA 18x 130 M 12 D/50 18x 130

FZA 22 X 125 M 16 D / 25 105 22 X 125 22 24 100

FZA12x40M6l 43 12x4012 +FZE 12 1 7 8,5

0-4,015 10

FZA 12 X 50 M 6 1 53 12x50

FZA14X60M8I 63 14x60 14 +FZE 141 9 15 18 12

FZA 18x80 M 10 1 83 18x80 18 +FZE 18 1 12 30

0-4,5

24

16FZA 22 X 100 M 12 1 103 22 X 10022 + FZE 22 1 14 60 26

FZA 22 X 125 M 12 1 127 22 X 125

If the FZA with an internal thread (FZA 1) is used with a threaded rod or a screw according to Annex A7 thetorque moment must be applied as given in the tableDiameter of the clearance hole in the fixture


Annex B2Intended Use

Installation parameters

210976,20 8.06.01-231/19



DeutschesInstitut

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Installation instructions for FZA, FZA D, FZAI, FZA ST

• Anchor Installation carrled out by appropriately qualified personnel and under the supervislon of the person

responsible for technlcal matters of the site

• Use of the anchor only as supplied by the manufacturer without exchanglng the components of the anchor

> Checking t>efore placing the anchor to ensure that the strength class of the concrete in which the anchor is to

be piaced is in the ränge given and is not lower than that of the concrete to which the characteristic loads apply

• Check of concrete being well compacted, e.g. without significant voids

• Drill hole created perpendicular +/- 5° to concrete surface, positioning without damaging the reinforcement

• In case of aborted hole: new drilling at a minimum distance twice the depth of the aborted drill hole or smaller

distance if the aborted drill hole is filied with high strength mortar and if under shear or oblique tension ioad it is

not In the direction of Ioad application

• Fastenings in stand-off Installation or with a grout iayer under seismic action are not covered

• In case of seismic applications, the fastener shall be positioned outside of critical regions (e.g. plastic hinges) of

the concrete structure

• Anchor must be instalied to comply with the correct anchorage depth. This is assured when the front face of the

sieeve, for the intemai thread, is approximately 1mm below the concrete surface or, in the case of the through

bolt versions, approximately 1mm below the front surface of fixture. When using the FZA 12x40 ST the knurling

on the sieeve is flush or below the concrete surface. For the bolt version the anchor is correctiy expanded if the

colour marking on the thread of the tapered bolt is visible.


intended Use

Installation instructions

Z10976.20

Annex B3

8.06.01-231/19



DeutschesInstitut

fürBautechnik DIBt

Pre-positioned installation

FZA FZA FZA ST

'ß

1.: Create a drill hole perpendicularto thesurface of theanchor base with a hammer drill, using thecorresponding Zykon universal drill bit FZUB. Therequired drill depth is reached once the FZUB depthstop meets the concrete.

.rs2.: Once the FZUB depth stop meets the concrete,create the drill hole undercut by making circularswiveling movements with the hammer drill while thehammer mechanism is engaged. Press the hammerdrill firmly against the anchor base; 1 - 2 swivelingmovements are sufficient for 0 14 mm, with 3 - 5 movements for 0 18 mm and 0 22 mm.

^ >««2=—

3.: Clean drill hole.

o

Oo 07

3-CPA

0^

00o

£ZI4.: Insert the anchor into the drill hole and then drive the

expansion sieeve in with hammer-set device FZE Plus,using a manu^ hammer.

He

,^0Xl_L

O<0

T3"

lZ>.

<9>A

5.: The anchor Is correctiy expanded if the colourmarking on the thread of the tapered bolt is visible or thegap u between conical bolt with internal thread andexpansion sieeve (FZA I) is fulfilled. When using theF^ 12x40 ST the knurling on the sieeve is flush orbe-low the concrete surface.

Qö o

6.: Mount installation object (e.g. anchor plate), washerand nut, screw (for FZA I) or threaded rod with washerand nut (for FZA I) and apply installation torque withtorque Spanner.

Optional: The gap between bolt and fixture may be filedwith mortar {compressive strength > 50 N/mm® e.g. FISSB) after Step 6 (for eliminating the annular gap). Thefilling disc is additional to the Standard washer. Thethickness of the filling disc must be considered fordefinition of tfix. Countersunk of the filling disc indirection to the anchor plate.


Intended Use


210976.20

Annex B4

8.06.01-231/19



Push-through Installation

DeutschesInstitut

fürBautechnik DIBt

FZAD

r~i/01.; Create a drill hole through the Installation objectperpendicular to the surface of the anchor base with ahammer drill, using the corresponding Zykon universaldrill bit FZUB. The required drill depth is reached oncethe FZUB depth stop meets the fixture.

2.: Once the FZUB depth stop meets the fixture, createthe drill hole undercut by making circular swivelingmovements with the hammer drill while the hammer

mechanism is engaged. Press the hammer drill firmlyagainst the anchor base: 1 - 2 swiveling movements aresufficient for 0 14 mm, with 3 - 5 movements for 0 18mm and 022 mm.

3.: Clean drill hole.

/

^ 1ü C) /

Oc

irr/

jC/

4.: Insert the anchor into the drill hole through theInstallation object (e.g. anchor plate) and then drive theexpansion sieeve in with hammer-set device FZE Plus,using a manual hammer.

»il

5.: The anchor is con-ectiy expanded if the colourmarking on the thread of the tapered bolt is visible.

Qö O

6.: Mount Installation object (e.g. anchor plate),washer and nut and apply instaliation torque withtorque Spanner.


Intended Use


210976.20

Annex B5

8.06.01-231/19


English translation prspared by DIBt

DeutschesInstitut

fürBautechnik DIBt

Table C1.1: Characteristic values of tension resistance under static and quasi-static actionfor bolt projecting anchor FZA

Type of anchor/size 10x40

M6/tiix

12x40

12x40 ST

M8 / tfix

FZA (b

14x40

14x40 ST

MIO/tfix

olt proJ<

12x50

M8 / tfix

»cting anc14x60

14x60 ST

MIO/tflx

lor)

18x80

M12/tHx

22x100

M16/tnx

22x125

M16/

tn.

Steel fallure for FZA qalvanized

Characteristic resistance NRk.s [kN] 16,1 29,3 46,4 29,3 46,4 67,4 125,6

Partial factor yms [-] 1.5

Steel fallure for FZA hot-dlp galvanlzed

Characteristic resistance NRk.s [kN] 13,1 25,0 40,7 25,0 40,7 60,1 115

Partial factor vms [-] 1.5

Steel fallure for FZA A4

Characteristic resistance NRk.8 p<N] 14,1 25,6 40,6 25,6 40,6 59,0 109,9

Partial factor yMs [-] 1,87

Steel fallure for FZA C

Characteristic resistance NRk.8 [kN] 14,1 25,6 40,6 25,6 40,6 59,0 109,9

Partial factor yms [-] 1,5

Modulus of elasticity Es [N/mm^l 210.000

Pullout fallure for FZA, FZA A4, FZA C

Characteristic cracked 6 9 12 24 40resistance in NHk,p [kN]concrete C20/25 uncracked 12 17,4 22,9 35,2 49,2 68,8

C25/30 1.12

C30/37 1,22

tncreasinq factors u/c C35/45 1,32

concrete [-] C40/50 1.41

C45/55 1,50

050/60 1,58

Installation factor ym« [-] 1.2 1.0

Concrete cone fallure and Splitting fallure for FZA, FZA A4, FZA C

Effective embedment . , ,

depth40 50 60 80 100 125

Factor for uncracked .

concrete11,0

Factor for cracked . ^^concrete

7,7

Minimum thickness of .

concrete member100 110 130 160 200 250

Characteristic spacing ° [mm]Scr.sp

3het

Characteristic edge Ccr.N.distance Ccr.8p

1,5 hef

Characteristic resistance ...

to Splittingmin {N®Rk,c; Nrk.p} '̂

N°Rk.caccording to EN 1992-4:2018


Annex C1Performances

Characteristic values of resistance under tension loads for bolt projecting anchor FZA

Z10976.20 6.06.01-231/19



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Table C2.1: Characteristic values of tension resistance under static and quasi-static actionfor throuqh bolt anchor FZA D

Type of anchor / size 12x50

M8D/10

12x60

M8D/10

FZ/

12x80

M8D/30

LD (throi

14x80

M10D/20

gh bolt an

14x100

M10D/40

chor)

18x100

l\l112D/20

18x130

M12D/50

22x125

M16D/25

Steel failure for FZA D galvanized

Characteristic resistance Nrm [kN] 29,3 46,4 67,4 125,6

Partial factor vms [-] 1.5

Steel failure for FZA D hot-dlp galvanized

Characteristic resistance NRk,s [kN] 25,0 40,7 60,1 115,0


Steel failure for FZA D A4

Characteristic resistance NRk,8 [kN] 25,6 40,6 59,0 109,9

Partial factor yus [-] 1.87

Steel failure for FZA D C

Characteristic resistance Nrk.s [kN] 25,6 40,6 59,0 109,9


Modulus of elasticity Es [N/mm^ 210.000

Pullout failure for FZA D, FZA D A4. FZA D C

Characteristic cracked 6 9 12 24 40rGSISIcinCO In iNKK.p IKINJ

concrete C20/25 uncracked 12 17.4 22.9 35,2 49,2

C25/30 1.12

C30/37 1,22

Increasina factors u/c C35/45 1,32

concrete [-] C40/50 1.41

C45/55 1,50

C50/60 1,58

Installation factor y,nst [-] 1,2 1.0

Concrete cone failure and Splitting fai ure for FZA D, FZA D A4, FZA D C

Effective embedment .

depth40 50 60 80 100

Factor for uncracked .

concrete ^̂ 11,0

Factor for cracked .

concrete7.7

Minimum thickness of

concrete member100 110 130 160 200

Characteristic spacingScr.sp

3hri

Characteristic edge Ccr.N.distance Ccr.$D

1,5 hef

Characteristic resistance n^Mito SBlittina ^ min {NORk.c; NRk,p}''

N°Rk.caccording to EN 1992-4:2018



Characteristic values of resistance under tension loads for through bolt anchor FZA D

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Table C3.1: Characteristic values of tension resistance under static and quasl-statlc actionfor internal thread anchor FZA 1^^

FZA 1(internal thread anchor)

Type of anchor / size 12x40 12x50 14x60 18x80 22x100 22x125

M6I M6I MSI M10I M12I M12I

Steel failure for FZA 1

Characteristic resistance Nrk,» (kN] 21,7 28,7 37,4 84,2

Partia! factor [-] 1,5

Steel failure for FZA 1 A4

Characteristic resistance Nrr.« [kN] 22,2 26,8 34,9 61,7

Partial factor yms H 1.5

Steel failure for FZA 1C

Characteristic resistance NRk.s [kN] 19,4 26,8 34,9 78,5

Partial factor yws [-] 1.5

Modulus of elasticity Es [N/mm^ 210.000

Pullout failure for FZA 1. FZA 1 A4. FZA 1C

Characteristic cracked 6 9 12 24 40

concrete C20/25 uncracked 12 17.4 22,9 35,2 49,2 68,8

C25/30 1.12C30/37 1,22

1,32

l'J 04Ü/OÜ 1,41

C45/55 1,50

C50/60 1,58

Installation factor yin«i [-] 1.2 1.0

Concrete cone failure and Splitting failure for FZA 1, FZA 1A4, FZA 1C

Effective embedment depth h«i [mm] 40 50 60 80 100 125

Factor for uncracked concrete Kja.H 11,0

Factor for cracked concrete kcr.N ^^ 7.7

Min. thickness of concrete member hmin 100 110 130 160 200 250

Characteristic spacing Scr.N.Scr.sp [mm] 3h.t

Characteristic edge distance Ca.N. Ccr.8p 1.5 her

Characteristic resistance to Splitting N^Rk.sp [kN] min {N°Rk.c: NRk.p}2)Related screws or threaded rods see Annex A7

2) NORKcaccording to EN 1992-4;2018

fischer-Zykon-Anchor FZA, FZA D. FZA 1, FZA ST


Characteristic values of resistance under tension loads for internal thread anchor FZA 1

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Table C4.1: Characteristic value:

bolt projecting anc3of shear resistance under static and quasi-static action forhör FZA


M6/

tfix

12x40

12x40 ST

M8/tfix

FZA (bc

14x40

14x40 ST

MlO/tiix

)lt proj€

12x50

M8/

tflx

»cting anch

14x60

14x60 ST

MIO/tfi,

or)

18x80

M12/

trix

22x100

M16/

trji

22x125

M16/

tflx

Steel failure without iever arm FZA galvanized / hot'dip galvanized

Characteristic resistance V^rhj [kN] 8.8 16,1 25,5 16,1 25,5 37.1 69.1

Partial factor yws 1,25

Factor for ductility k? ^^ 1.0

Steel failure with Iever arm FZA galvanized / hot-dlp galvanizedCharacteristic bending ... ... ,resistance " 'N'"' 12,2 30,0 59,8 30,0 59,8 104,8 266,4

Partial factor yms 1.25

Factor for ductility k? 1.0

Steel failure without Iever arm FZA A4

Characteristic resistance V^Rk.# [kN] 9,2 16,7 26.4 16,7 26,4 38.4 76.9

Partial factor yMs 1,56


Steel failure wIth iever arm FZA A4

Characteristic bending ,,n rM iresistance " 'N'"' 10,7 26,2 52,3 26,2 52,3 91,7 233,1

Partial factor yms 1,56


Steel failure without (ever arm FZA C

Characteristic resistance V°nk.s [kN] 9,2 16,7 26,4 16,7 26,4 38,4 76,9

Partial factor yMs 1,25


Steei failure wKh Iever arm FZA C

Characteristic bending ,resistance ^ 10,7 26.2 52,3 26,2 52,3 91,7 233,1

Partial factor yw# 1.25


Concrete pryout failure FZA, FZA A4, FZA C

Factor for pryout failure ka [-] 1.3 2.4 1.3 3,1

Concrete edge failure

Effective length in .concrete ' 40 50 60 80 100 125

Effective diameter of .

anchor10 12 14 12 14 18 22

Installation factor y\n» M 1.0

lischer-Zykon-Anchor FZA, FZA D, FZA I, FZA ST


Characteristic values of resistance under shear loads for bolt projecting anchor FZA

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Table C5.1: Characteristic values of shear resistance under static and quasi-static action forthrough bolt anchor FZA D


M8D/

10

12x60

IM8D/

10

F

12x80

iM8D/

30

ZA D (th

14x80

M10D/

20

rough b<

14x100

M10D/

40

3lt anchor

18x100

M12D/

20

18x130

M12D/

50

22x125

M16D/

25

Steei fallure without lever arm FZA D galvanized / hot-dip galvanized

Characteristic resistance V®Rk.» [kN] 26,2 41,4 64,9 104,8

Parlial factor yua 1,26

Factor for ductility k? ^^ 1,0

Steei failure wlth lever arm FZA D gatvanized / hot-dlp galvanized

Characteristic bending ,resistance " 30,0 59,8 104,8 266,4

Partial factor yMa 1,25


Steei faiiure without lever arm FZA D A4

Characteristic resistance V^rk.» [kN] 30,4 43,2 88,3 141,0

Partial factor yms 1,96 1,92 1,56


Steei faiiure with lever arm FZA D A4

Characteristic bending ,resistance

26,2 52,3 91,7 233,1

Partial factor yM« 1,56


Steei faiiure without lever arm FZA D C

Characteristic resistance V®Rk.i [kN] 30,4 43,2 88,3 141,0

Partial factor ym» 1,85 1,79 1,44 1,46


Steei faiiure with iever arm FZA D C

Characteristic bending ..q ,resistance

26,2 52,3 91,7 233,1

Partial factor yus 1.25

Factor for ductility kr ^^ 1.0

Concrete pryout faiiure FZA D, FZA D A4, FZA D C

Factor for pryout faiiure ka [-1 1.3 3,1

Concrete edge faiiure

Effective length in .concrete ' 40 50 60 80 100

Effective diameter of .

anchor12 14 18 22

Installation factor ymsi [-] 1.0

fischer-Zykon-Anchor FZA, FZA D, FZA i, FZA ST


Characteristic values of resistance under shear loads for through bolt anchor FZA D

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Table C6.1: Characteristic values of shear resistance under static and quasi-static action forInternal thread anchor FZA


M6I

FZA

12x50

M6I

(Interna

14x60

MSI

1thread

18x80

M10I

anchor)

22x100

M12I

22x125

M12I

Steel fallure without lever arm FZA 1

Characteristic resistance VOrk,. [kNl 11.9 15,8 20,6 46,3

Partial factor YMs 1,25

Factor for ductility k7* I-]

1.0

Steei failure with lever arm FZA 1

Characteristic bending resistance [Nml 19,3 30,1 44,7 150,9

Partial factor YMs 1.25

Factor for ductility k?• n

1.0

Steel failure without lever arm FZA 1 A4

Characteristic resistance m 14,4 17,4 22,7 43.2

Partial factor YMs 1.25

Factor for ductility k?' l-J

1.0

Steel failure wIth lever arm FZA 1 A4

Characteristic bending resistance [Nm] 19,8 28,1 41,7 110,7

Partial factor TM.- I-]

1.25


Steel faliure without lever arm FZA 1C

Characteristic resistance VOrm [kN) 12,6 17,4 22,7 55.0

Partial factor YMs 1,25

Factor for ductility k7" l-J

1.0

Steel fallure wIth lever arm FZA 1C

Characteristic bending resistance M°Rk,» [Nm] 17,3 28,1 41.7 140,8

Partial factor YMs• [-]

1,25


Concrete pryout fallure FZA 1, FZA 1A4, FZA 1 C

Factor for pryout failure ke [-] 1.3 3,1

Concrete edge fallure

Effective length in concrete ft[mm]

40 50 60 80 100 125

Effective diameter of anchor dnom 12 14 18 22

Installation factor Yinst H 1.0

Related screws or threaded rods see Annex A7


Performances

Characteristic values of resistance under shear ioads for internal thread anchor FZA 1

Annex C6

210976.20 8.06.01-231/19


English translation propared by DIBt

DeutschesInstitut

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Table C7.1: Minimum thickness of concrete members, nminimum edge distances of bolt proiectim

linimum spacings andanchor FZA

Type of anchor

FZA

10x40

M6/

tfix

FZA

12x40

12x40 ST

M81 Ux

FZA

14x40

14x40 ST

MIO/tnx

FZA

12x50

M8/

triK

FZA

14x60

14x60 ST

M10/tnx

FZA

18x80

M12/

tnx

FZA

22x100

M16/

tnx

FZA

22x125

M16/

tlix

Minimum spacing Smm 4070

50 60 80100 125

Minimum edqe distance Cmm r , 35 40 45 55 70

Minimum thickness of .

concrete member100 110 130 160 200 250

Table C7.2: Minimum thickness of concrete members, minimuminimum edqe distances of throuqh bolt anchor

m spacings andFZAD

Type of anchor

FZA

12x50

M8

D/10

FZA

12x60

MB

D/10

FZA

12x80

M8

D/30

FZA

14x80

MIO

D/20

FZA

14x100

MIO

D/40

FZA

18x100

M12

D/20

FZA

18x130

MI 2

D/50

FZA

22x125

M16

D/25

Minimum spacina Smm 40 50 60 80100

Minimum edqe distance Cmin , , 35 45 55 70

Minimum thickness of hconcrete member

100 110 130 160 200

Table C7.3: Minimum thickness of concrete members, minimum spacings andminimum edqe distances of internal thread anchor FZA 1

Type of anchorFZA

12x40

M6I

FZA

12x50

M6I

FZA

14x60

MSI

FZA

18x80

M10I

FZA

22x100

M12I

FZA

22x125

M12I

Minimum spacinq Smm

nm]

40 50 60 80100 125

Minimum edqe distance Cmm , 35 45 55 70

Minimum thickness of concrete .

member100 110 130 160 200 250

fischer-Zykon-Anchor FZA, FZA D, FZA 1. FZA ST


Minimum thickness of concrete members, minimum spacings and minimum edge distances

Z10976.20 8.06,01-231/19



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Table C8.1: Characteristic values for seismic Performance category C1 forbolt projectinq anchor FZA


MIO/tm

FZA (bol

14x60

M10/tfl>

t projectinc

18x80

M12/ttix

anchor)

22x100

M16/tfix

22x125

M16/tfi>

Steel fallure FZA qalvanized

Characteristic resistance NRk.8.ci [klM] 46,4 67,4 126

Partia! factor yMs.ci [•] 1,5

Steel fallure FZA hot-dlp salvanlzed

Characteristic resistance NRk,»,ci [kN] 40,7 60,1 115

Partial factor yM8.ci f-l 1,5

Steel fallure FZA A4

Characteristic resistance NRk.».ci fkNl 40,6 59,0 110

Partial factor ym8.ci M 1,87

Steel fallure FZA C

Characteristic resistance NRk.s.ci [kN] 40,6 59.0 110

Partial factor yms,ci f-l 1,5

Pullout fallure

Characteristic resistance in cracked ,,concrete

6,0 20,0 40,0

Installation factor y2,ci [-] 1,0

Steel fallure without lever arm FZA

Characteristic resistance VRk.s.ci fkN] 20,9 33,8 62,8

Partial factor yms.ci M 1,25

Steel fallure without lever arm FZA A4

Characteristic resistance VRk,8.ci fkNl 18,3 29,5 55,0

Partial factor 7^5.01 [-] 1,56

Steel fallure without lever arm FZA C

Characteristic resistance Vpk.s.ci [kN] 18,3 29,5 55,0

Partial factor Yms.ci [-] 1,25

Table C8.2: Annular qap for seismic action cateqory C1

Agap

Agap = dt ~ d [mm] 0,001' 0,25 0,50 0,75 1,00 1,25 ä1,50

CCgap 1,00 0,86 0,75 0,66 0,60 0,54 0,50

Fillingof the Agap according Annex B4

fischer-Zykon-Anchor FZA, FZA D. FZA 1, FZA ST


Characteristic values for seismic Performance category C1for bolt projecting anchor fZA

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Table C9.1; Characteristic values for seismic Performance category C1 forthrough boW anchor FZA D


M10D/20

FZA D (t

14x100

M10D/40

hrough bol

18x100

M12D/20

t anchor)

18x130

M12D/50

22x125

M16D/25

Steel fallure FZA D qalvanized

Characteristic resistance NRk.8,ci [kN] 46,4 67,4 126

Partial factor YMa.d [-1 1.5

Steel faiiure FZA D hot-dlp galvanized

Characteristic resistance NRk.«,ci [kN] 40,7 60,1 115

Partial factor yms.ci f-] 1.5

Steel faiiure FZA D A4

Characteristic resistance Nrii.s.ci fkN] 40,6 59,0 110

Partial factor yM,.ci M 1,87

Steel fallure FZA D C

Characteristic resistance NRk.t,ci fkN] 40,6 59,0 110

Partial factor ym,.ci f-l 1.5

Pullout fallure

Characteristic resistance in cracked ., ,,...concrete N™c,p.ci[kNl 6.0 20,0 40,0

Installation factor yz.ci \-] 1.0

Steel fallure without lever arm FZA 0

Characteristic resistance Vnk.8.ci fkN] 20,9 33,8 62,8

Partial factor Ymb.ci f-l 1,25

Steel fallure without lever arm FZA D A4

Characteristic resistance Vrk.i.ci [kN] 18,3 29,5 55,0

Partial factor yms.ci [-1 1,56

Steel fallure without lever arm FZA D C

Characteristic resistance VRk.s.ci fkN] 18,3 29,5 55,0

Partial factor Yms.ci f-l 1,25

Table C9.2: Annular gap for seismic action category C1

Agap

Agap = df ~ dnom fmm] 0,00^) 0,25 0,50 0,75 1,00 1,25 ^1,50

Olgap 1,00 0,86 0,75 0,66 0,60 0,54 0,50

'' Fillingof the Agap according Annex B4



Characteristic values for seismic Performance category C1for through bolt anchor FZA D

Z10976.20 8.06.01-231/19


English translation prepared by Dlßi

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Table C10.1: Characteristic values for seismic Performance category C2 forbolt projecting anchor FZA


MIO/tftx

FZA (bol

14x60

M10/tnx

t projectinc

18x80

M12/tfi,

anchor)

22x100

M16/tfix

22x125

M16/tn,

Steel fallure FZA galvanized

Characteristic resistance NRk.t.c2fkNl 46,4 67.4 126,0

Partial factor yMB.c2 [-1 1,50

Steel fallure FZA hot-dip galvanized

Characteristic resistance NRk.s.c2 fkN] 40,7 60,1 115,0

Partial factor ym8.c2 M 1,50

Steel fallure FZA A4

Characteristic resistance NRk,8,c2 fkN] 40,6 59,0 110,0

Partial factor yM8.c2 f-] 1,87

Steel failure FZA C

Characteristic resistance NRK.t.c2 fkN] 40,6 59.0 110,0

Partial factor yM8.c2 f-1 1,50

Pullout failure

Characteristic resistance in cracked

concrete NRK.p.c^[kN] 6.0 7.5 24,0 25,0 40,0

Installation factor y2,c2 f-] 1,50

Steel fallure without lever arm FZA galvanized / hot-dlp galvanized

Characteristic resistance VRk.a.cz [kN] 15,6 24,5 47,0

Partial factor yM8.c2 [-] 1,25

Steel fallure without lever arm FZA A4

Characteristic resistance VRk,«.c2 [kN] 16,1 25,3 52,3

Partial factor yMs,c2 [-] 1,56

Steel fallure without lever arm FZA C

Characteristic resistance VRk.8.c2 [kN] 16,1 25,3 52,3

Partial factor ywg.cg f-] 1,25


Aggp

Agap = df —d [mm] 0,00" 0,25 0,50 0,75 1.00 1,25 >1,50

Oflap 1,00 0,86 0,75 0,66 0,60 0,54 0,50

Filling of the Agap according Annex B4

fischer-Zykon-Anchor FZA. FZA D, FZA 1, FZA ST

Annex CIOPerformances

Characteristic values for seismic Performance category C2for bolt projecting anchor FZA

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Table C11.1: Characteristic values for seismic Performance category C2 forthrouqh bolt anchor FZA D


M10D/20

FZAD(

14x100

M10D/40

through boi

18x100

M12D/20

anchor)

18x130

M12D/50

22x125

M16D/25

Steel failure FZA D aalvanized

Characteristic resistance NRk.8.c2 [kN] 46,4 67,4 126,0

Partial factor YM8.c2 [-1 1,50

Steel failure FZA D hot-dlp galvanized

Characteristic resistance NRk.8.c2 [kN] 40,7 60,1 115,0

Partial factor YMa.c2 [-] 1,50

Steel failure FZA D A4

Characteristic resistance NRk.8.c2 fkNl 40,6 59,0 110,0

Partial factor ym8.C2 M 1,87

Steel failure FZA D C

Characteristic resistance NRk,8.C2 fkNl 40,6 59,0 110,0

Partial factor ym8,C2 H 1,50

Pullout failure

Characteristic resistance in cracked ,,concrete NRM.C2[kN] 6,0 7,5 24,0 25,0 40,0

Installation factor Y2,C2 [-1 1,50

Steel failure without lever arm FZA D galvanized / hot-dip galvanized

Characteristic resistance VRk.s.ca [KN] 15,6 24,5 47,0

Partial factor yms.cz f-1 1,25

Steel failure without lever arm FZA D A4

Characteristic resistance VRk,8.C2 [kN] 16,1 25,3 52,3

Partial factor YM8.c2 [-) 1,56

Steel failure without lever arm FZA D C

Characteristic resistance VRk.8,C2 [kN] 16,1 25,3 52,3

Partial factor yMs.c2 [-1 1,25


^•p

Agap = dl —dnom [mm] 0,00» 0,25 0,50 0,75 1,00 1,25 ^1,50

Clgap 1,00 0,86 0,75 0,66 0,60 0,54 0,50

Filling of the Agap according Annex B4



Characteristic values for seismic perfoimance category C2for through bolt anchor FZA D

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Table C12.1: Characteristic values for resistance to fire^^

FZA galvanized

10x40 M6

12x40M61

12x50 M61

12x40 M8

12x40 ST M8

12x50 M8D/10

12x50 M8

12x60 M8 D/10

12x80 M8 D/30

14x60 M8I

18x80 M10I

14x40 MIO

14x40 ST MIO

Steel failure for tenslon load and shear load s NRk^.fi = Vric.«.«)R30 1.2 2.2 5.2

FRk,a.fl [kN]R60 0,7 1.3 2,6

R900,5

1.0 1.8

Characteristic R120 0.8 1.3

resistance R30 0.9 2.3 6.7

M°flk.t.ft [Nm]R60 0,5 1.3 3.4

R900,4

1.0 2,3

R120 0.9 1,7

Pullout failure

R30

Characteristic

resistance

R60 1.5 2,3 1.5R90

R120 1.2 1.8 1,2

FZA galvanized

14x60 MIO

14x60 ST MIO

14x80 M10D/20

14x100 MIO D/40

18x80 MI 2

18x100 MI2 D/20

18x130 M12 D/50

22x100 MI 21

22x125 M12i

22x100 MI6

22x125 M16 D/25

22x125 MI6

Steel failure for tenslon load and shear load (FRtus.n = Nric^.« = VRk.i.fl)R30 5.2 7.5 13.9

FRk,».n [kN]R60 2.6 3.8 7.0R90 1.8 2.5 4.7

Characteristic R120 1.3 1.9 3.6

resistance R30 6,7 11,6 29,5

M°Rk,s.fi [Nm]R60 3.4 5.9 14,9R90 2.3 4.0 10,0

R120 1.7 3.0 7.6

Pullout failure

R30

Characteristic

resistance

R60 3.0 5.0 10,0R90

R120 2.4 4,0 8.0

Edge distanceR30toR120 Ccf.fi fmml - 2 hef

In case of fire attack from more than one side, the minimum edge distance shall be ^ 300 mm

Spacinq •• ••• •

R30toR120 Scf.fl [mml - 2 • Cof.fl

The embedment depth has to be increased for wet concrete by at least 30 mm compared to the given value


Performances

Characteristic values for resistance to fire

Annex C12

Z10978.20 6.06.01-231/19



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Table C13.1: Characteristlc values for resistance to fire^^

FZAA4/C

10x40 M6

12x40 M6i

12x50 M61

12x40M8

12x40 ST M8

12x50 M8D/10

12x50 M8

12x60 M8 D/10

12x80 M8 D/30

14x60 M81

18x80 M10I

14x40 MIO

14x40 ST M10

Steel failure for tenslon load and shear load (FRkAfi = Hrkah = VRk,i.fi)R30 2.0 3.6 5.7

FRk.».fi [kN]R60 1.2 2.3 3.6R90 0,9 1.9 3.0

Characteristlc R120 0,7 1.6 2.6

resistance R30 1.5 3,7 7.4

M°Rk,s.fi [Nm]R60 0.9 2.4 4.7R90 0,7 1.9 3.8R120 0.5 1.7 3.4

Pullout failure

R30

Characteristlc „ knresistance

R60 1.5 2,3 1.5R90

R120 1.2 1,8 1.2

FZA A4 / C

14x60 MIO

14x60 ST MIO

14x80 MIO D/20

14x100 MIO D/40

18x80 MI 2

18x100 M12 D/20

18x130 MI 2 D/50

22x100 M12I

22x125 M12I

22x100 M16

22x125 M16 D/25

22x125 MI6

Steel failure for tension load and shear load (FRk.m.fl s NRkj.n = VRk...fi)

R30 5.7 11,8 22.0

[kN]R60 3.6 7.0 13.1

R90 3.0 5,5 10.2

Characteristic R120 2.6 4.7 8.7resistance R30 7.4 18,3 46,6

M®Rk,8.fi [Nm]R60 4.7 10.9 27.9R90 3.8 8.5 21.6R120 3.4 7.3 18.5

Pullout failure

R30

Characteristlc

resistance

R60 3.0 5.0 10.0R90

R120 2,4 4.0 8.0

Edae distance

R30toRl20 Ccr.fi [mml-

2 het

In case of fire attack from more than one side, the minimum edae distance shail be ^ 300 mm

SpacinqR30toR120 Scr.fi [mm]

-2 ' Ccr.fi

The embedment depth has to be Increased for wet concrete by at ieast 30 mm compared to the given vaiue


Performances

Characteristic vaiues for resistance to fire

Annex C13

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Table C14,1: Displacements due to tension loads for bolt projecting anchor FZA

Type of anchor/size

Tension load in cracked

concrete

Displacement

Tension toad in uncracked

concrete

Displacement

N [kN]

5no

5n«(mm]

N m

§N0

5n«[mm]

The displacements do not apply for FZA ST

10x40

M6 / tfi.12x40

M8/tnx

2.0

3.3

FZA (bolt projecting anchor)

14x40

MIO/tiix

12x50

M8 / tfix

3,5

0,8

1.1

4.8

0,8

1.1

14x60

MIO/

triii

5.0

7.5

18x80

M12/

tfix

8,0

12,7

22x100

M16/

tfix

22x125

M16/

tfi*

16,0

17,9

Table C14.2: Displacements due to tension loads for through bolt anchor FZA D

Type of anchor/size


concrete

Displacement

Tension load in uncracked

concrete

Displacement

N

5no

N

&N0

5n<.

[kN]

[mm]

[kN]

[mm]

12x50

M8D/

10

2.0

3.3

FZA D (through bolt anchor)12x60

M8D/

10

12x80

M8D/

30

3.5

4.8

14x80

MI OD/

20

14x100

MI OD/

40

5.0

0,8

1.1

7.5

0,8

1,1

18x100

M12D/

20

18x130

M12D/

50

8,0

12,7

22x125

M16D/

25

16,0

17,9

Table C14.3: Displacements due to tension loads for internal thread anchor FZA I

Type of anchor / size


concrete

Displacement

Tension load in

uncracked concrete

Displacement

N

5no

Sn«

N

5no

5n9

[kN]

[mm]

[kN]

[mm]

12x40

M6I

2.0

3.3

FZA I (Internal thread anchor FZA I)

12x50

M6I

3.5

4,8

14x60

M8i

5.0

7.5

18x80

M10I

8.0

0,8

1.1

12,7

0,8

1.1

22x100

M12I

22x125

M12I

16,0

17,9

fischer-Zykon-Anchor FZA, FZA D. FZA I, FZA ST

Performances

Displacements due to tension loads

Z10976.20

Annex C14

8,06,01-231/19



DeutschesInstitut

fürBautechnik DIBt

Table C15.1: Displacementhrough bol

ts due to shear loads for bolt projecting anchor FZA andanchor FZA D

Type of anchor / size

F

10x40

M6/tti,

ZA (bolt p

14x40

MIO/tnx

rojecting ar

12x40

M8 tfix

ichor) ar

12x50

M8 tn.

id FZA D (

12x50

M8D/10

through 1;

12x60

M8D/10

olt anch(

12x80

M8D/30

>r)

14x80

M10D/20

Shear ioad in

cracked and V [kN]uncracked concrete

4,0 9,0 5,0 12,5

2,0 1,9 0,7 1.9

OV« 3,0 2,8 1,0 2,8

14x60

M10/t,ix

14x100

MI OD/

40

18x80

M12/tfix

18x100

M12D/

20

18x130

M12D/

50

22x100

M16/ttix

22x125

M16/

tnx

22x125

M16D/

25

Shear Ioad in

cracked and V [kN]uncracked concrete

12,5 12,5 19,0 30,0

6vo 1,9 2,1

ov« 2,8 3,1

The displacements de not apply for FZA ST

Table C15.2: Displacements due to shear loads for internal thread anchor FZA 1

Type of anchor/sizeFZA 1(Internal thread anchor)

12x40

M6I

12x50

M6I

14x60

M8I

18x80

M10I

22x100

M12I

22x125

M12I

Shear Ioad in cracked and yUncracked concrete ^ ^

5,0 12,5 19,0 30,0

Displacement5no

mm]0,7 1,9 2,1

6n, 1,0 2,8 3.1

Table C15.3: Displacements due to tension and shear loads for selsmic Performancecateqory C2 for FZA and FZA D

Type of anchor/size

FZA (bolt projecting anchor) and FZA D (through bolt anchor)

14x40 MIO

14x60 MIO

14x80 M10D

14x100 M10D

18x80 MI2

18x100 M12D

18x130 M12D

22x100 M16

22x125 M16 D22x125 M16

5n.C2(0LS) 3,8 4,7 4,9

nirnl-.rr.mr.n» Sn.C2(ULS) . , 13,5 12,7 13,1uispiacemeni [mmj

0V.C2(DLS) 4,3 4,6 5,0

5v.C2(ULS) 6,9 7,0 6,9



Displacements due to shear loadsDisplacements due to tension and shear loads for seismic Performance category C2

Z10976.20 8.06.01-231/19

dibt...annex ai 8.06.01-231/19 page 6 ofeuropean technical assessment eta-98/0004of18 february 2020...

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