03 anchor and plug system 3

MW

F - 1

1/11

- 090

41 -

ANCHOR TECHNOLOGY ONLINE

ANCHOR TECHNOLOGY DIMENSIONING SOFTWARE

www.wuerth.de/duebeltechnik

Can be used free of charge on the Internet!

Dimensioning menuCalculation modules

With these modules you can evaluate specifi c application cases from an engineering standpoint and select and order the products suitable for your application case via product group selections. You are also provided with additional information on the application cases, the products and the technical background of evaluation, calculation and planning from an engineering standpoint.

Industries menu Anchor technology application selection

The main applications for your industry

Heating, plumbing, air-conditioning, ventilation Wood processing and wood working Metal processing and metal working Construction/Expansion Electrical/communication engineering Industry, public authorities

are recorded and assigned here. The usable systems are suggested to you.

Also use the practical keyword search to fi nd our products quickly.

Design detailsmenu

Do you require design details of individual anchor products for integration in CAD drawings? Download them onto your computer here.

Product index menuAnchor product specifi cations

You know what you need simply click on the desired products on the left to receive detailed information, e.g.

Product information Serial number, designation, image Version Approvals (download possible) Area of use, advantages, features Setting instructions Performance data Characteristic values Dimensions Demand assessment Ordering data Downloading of entire product specifi cations (incl. installation

instructions)

The Wrth Dimensioning Software designed for intuitive use and proven in practice, enables you to individually evaluate and realistically dimension safe, economical attachments.

The following modules are available for measuring:

You can order the software on CD-ROM (Art. No. 0990 903 002) at www.wuerth.de/duebeltechnik. Wrth anchor dimensioning software of an early version which is already installed can be updated and supplemented with missing modules at any time with Internet updates.Of course, you can always use the software directly on our homepage.

Art. No. 0990 903 002

General anchor dimensioning Railings Facades Awnings Sub-structures for awnings Suspended ceilings

Brackets and bracket supports

REBAR Fire protection Set pins VARIFIX

Wood construction Light metal construction

Verwendete Distiller JoboptionsDieser Report wurde mit Hilfe der Adobe Acrobat Distiller Erweiterung "Distiller Secrets v3.0.2" der IMPRESSED GmbH erstellt.Registrierte Kunden knnen diese Startup-Datei fr die Distiller Versionen 7.0.x kostenlos unter http://www.impressed.de/DistillerSecrets herunterladen.

ALLGEMEIN ----------------------------------------Beschreibung: Dateioptionen: Kompatibilitt: PDF 1.3 Komprimierung auf Objektebene: Aus Seiten automatisch drehen: Aus Bund: Links Auflsung: 2400 dpi Alle Seiten Piktogramme einbetten: Nein Fr schnelle Web-Anzeige optimieren: NeinPapierformat: Breite: 224.22 Hhe: 310.535 mm

KOMPRIMIERUNG ------------------------------------Farbbilder: Neuberechnung: Bikubische Neuberechnung auf 144 ppi (Pixel pro Zoll) fr Auflsung ber 288 ppi (Pixel pro Zoll) Komprimierung: JPEG Bildqualitt: >Graustufenbilder: Neuberechnung: Bikubische Neuberechnung auf 144 ppi (Pixel pro Zoll) fr Auflsung ber 288 ppi (Pixel pro Zoll) Komprimierung: JPEG Bildqualitt: >Schwarzweibilder: Neuberechnung: Bikubische Neuberechnung auf 600 ppi (Pixel pro Zoll) fr Auflsung ber 1200 ppi (Pixel pro Zoll) Komprimierung: CCITT Gruppe 4 Mit Graustufen gltten: Aus

Richtlinien: Richtlinien fr Farbbilder Bei Bildauflsung unter: 150 ppi (Pixel pro Zoll) Ignorieren Richtlinien fr Graustufenbilder Bei Bildauflsung unter: 150 ppi (Pixel pro Zoll) Ignorieren Richtlinen fr monochrome Bilder Bei Bildauflsung unter: 1200 ppi (Pixel pro Zoll) Ignorieren

FONTS --------------------------------------------Alle Schriften einbetten: JaUntergruppen aller eingebetteten Schriften: JaUntergruppen, wenn benutzte Zeichen kleiner als: 100 %Wenn Einbetten fehlschlgt: AbbrechenEinbetten: Schrift immer einbetten: [ ] Schrift nie einbetten: [ ]

FARBE --------------------------------------------Farbmanagement: Einstellungsdatei: Farbmanagement: Farbe nicht ndern Wiedergabemethode: StandardGerteabhngige Daten: Unterfarbreduktion und Schwarzaufbau beibehalten: Ja Transferfunktionen: Beibehalten Rastereinstellungen beibehalten: Ja

ERWEITERT ----------------------------------------Optionen: berschreiben der Adobe PDF-Einstellungen durch PostScript zulassen: Nein PostScript XObjects zulassen: Ja Farbverlufe in Smooth Shades konvertieren: Ja Geglttene Linien in Kurven konvertieren: Nein Level 2 copypage-Semantik beibehalten: Ja Einstellungen fr berdrucken beibehalten: Ja berdruckstandard ist nicht Null: Ja Adobe PDF-Einstellungen in PDF-Datei speichern: Nein Ursprngliche JPEG-Bilder wenn mglich in PDF speichern: Nein Portable Job Ticket in PDF-Datei speichern: Nein Prologue.ps und Epilogue.ps verwenden: Nein JDF-Datei (Job Definition Format) erstellen: Nein(DSC) Document Structuring Conventions: DSC-Kommentare verarbeiten: Ja DSC-Warnungen protokollieren: Nein EPS-Info von DSC beibehalten: Nein OPI-Kommentare beibehalten: Ja Dokumentinfo von DSC beibehalten: Ja Fr EPS-Dateien Seitengre ndern und Grafiken zentrieren: Ja

PDF/X --------------------------------------------Standards - Berichterstellung und Kompatibilitt: Kompatibilittsstandard: Nein

ANDERE -------------------------------------------Distiller-Kern Version: 7050ZIP-Komprimierung verwenden: JaASCII-Format: NeinText und Vektorgrafiken komprimieren: JaMinimale Bittiefe fr Farbbild Downsampling: 1Minimale Bittiefe fr Graustufenbild Downsampling: 2Farbbilder gltten: NeinGraustufenbilder gltten: NeinFarbbilder beschneiden: JaGraustufenbilder beschneiden: JaSchwarzweibilder beschneiden: JaBilder (< 257 Farben) in indizierten Farbraum konvertieren: NeinBildspeicher: 947912704 ByteOptimierungen deaktivieren: 0Transparenz zulassen: NeinICC-Profil Kommentare parsen: JasRGB Arbeitsfarbraum: sRGB IEC61966-2.1DSC-Berichtstufe: 0Flatness-Werte beibehalten: JaGrenzwert fr knstlichen Halbfettstil: 1.0

ENDE DES REPORTS ---------------------------------

IMPRESSED GmbHBahrenfelder Chaussee 4922761 Hamburg, GermanyTel. +49 40 897189-0Fax +49 40 897189-71Email: [email protected]: www.impressed.de

KR - 1

1/11

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57 -

PERFORMANCE OVERVIEW OF ANCHOR TECHNOLOGY

Surface

Fire

resi

stan

ce

in a

cc. w

ithV

dS D

irec

tives

Test

repo

rt

Prod

uct

Spec

ifi ca

tion

No.

InstallationCracked concrete (tensile zone)

Uncracked concrete (pressure zone)

Suspended ceiling

Multiple attachment

Aerated concrete

Solid stone masonry

Thro

ugh-

bolt

mou

ntin

gCo

tter

pin

mou

ntin

gca

n be

loa-

ded

imm

e-di

atel

y

Included in approval 02.1

Included in approval 02.2

02.3

Included in approval / 02.502.6

Included in approval 02.702.8

Included in approval / 03

06

/ 07.1

/ 11.111.2

/ 13.113.2

13.3

15.1

16

31

/ 32

34.134.234.3

SZ 1.1

Cracked concrete (tensile zone)

Uncracked concrete

Lightweight concrete

Aerated concrete

Solid stone masonry

Perforated stone masonry

21.121.2

21.3

22

23.123.2

23.323.4

23.5

General construction permit European Technical Approval Test report available 1) Attachment of facade coverings Fire resistance (TR020) available 2) Multiple attachment of non-load-bearing systems










ENDE DES REPORTS ---------------------------------


KR - 1

1/11

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58 -


Anchor type Anchor Illustrations Thread size or dia. of anchor in mm

Available versions

Out

er

thre

ad

Inne

r th

read

Gal

vani

zed

stee

l

Hot

ga

lvan

ized

A2

Stai

nles

s st

eel

A4

Stai

nles

s st

eel

HCR

ste

el

1.45

29

W-SA Screw Anchor 7.5 - 20

W-SA Screw Anchor 7.5

W-SA TC Screw AnchorTimber Connect 7.5/10/12

W-FAZ / Fixing Anchor M8 - M24

W-FAZ-IG / Fixing Anchor Inner Thread

M6 - M12

W-HAZ High-Performance Anchor M6 - M20

W-PA Aerated Concrete Anchor M6 - M12

W-HD Hollow-Ceiling Anchor M6 - M12

W-FA / Fixing Anchor M6 - M20

W-ED / Drive-In Anchor M5 - M20

W-ED M12 Drive-In AnchorW-ED DW15 Drive-In Anchor M12/DW15

W-TM Heavy Duty Anchor M6 - M12

W-SA Screw Anchor 5. 6. 7.5

W-DS Quick-Action Ceiling Anchor 8

W-ZS 6-5 Quick-Action Anchor 6

W-SD Impact Anchor 6. 8

W-PN Power Nail 4.5

W-VD / Shear Anchor M8 - M24

W-VD-IG / ... Shear-Anchor Female Thread M8 - M16

W-VHP Shear AnchorHammer Cartridge 10 - 16

W-VIZ / Injection Systema) M8 - M24

W-VI / Injection Systemb) M8 - M30

WIT-C 100 Injection System

M8 - M24

a) WIT-VM 100 Mortar compound b) WIT-VM 200 Mortar compound










ENDE DES REPORTS ---------------------------------


KR - 1

1/11

- 107

59 -


Surface

Fire

resi

stan

ce

in a

cc. w

ithV

dS D

irec

tives

Test

repo

rt

Prod

uct

Spec

ifi ca

tion

No.

InstallationCrackedconcrete(tensile zone)

Uncrackedconcrete

Lightweightconcrete

Aeratedconcrete

Solid stonemasonry

Perforatedstonemasonry

Thro

ughb

olt

mou

ntin

g

Cott

er p

inm

ount

ing

can

belo

aded

imm

edia

tely

23.623.7

23.823.9

24.1

24.2

25

26.1

28.1

c) c)29.1

Concrete Lightweightconcrete

Aeratedconcrete

Solid stonemasonry

Perforatedstonemasonry

Platematerials/hollow walls

1) 1)41

1)

2)

1)

2)

1)

2)

1)

2)

1)

2)42.142.2

2) 2)42.3

2) 2) 2) 2)42.5

43.1

44

51

52

53

55.1

55.2

55.3

61

62

63

63.2

c) Reinforcement attachment

General construction permit European Technical Approval 1) Attachment of facade coverings Test report available 2) Multiple attachment of non-load-bearing systems available










ENDE DES REPORTS ---------------------------------


KR - 1

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92 -


Test report availableAvailable

Substrate

Fire

resi

stan

ce

in a

ccor

danc

e w

ith V

dS

Dire

ctiv

es

Test

repo

rt

Prod

uct

Spec

ifi ca

tion

No.

MontageartConcrete Lightweight

concreteAerated concrete

Solid stone masonry

Perforated stone masonry

Plate materials/hollow walls

Thro

ugh-

bolt

mou

ntin

gCo

tter

-pin

m

ount

ing

can

be

load

ed

imm

edia

tely

64

71

73

74

74.1

75

81

82

83

91

92

92.1

93

94

95

96

97

99

99.1

110

111










ENDE DES REPORTS ---------------------------------


MW

F - 1

1/11

- 108

93 -

PERFORMANCE OVERVIEW FOR ANCHOR TECHNOLOGY

Anchor type Anchor illustrations Thread size or dia. of anchor thread in mm

Available versions

Mal

e th

read

Fem

ale

thre

ad

Gal

vani

zed

stee

l

Hot

ga

lvan

ized

Stai

nles

s st

eel A

2

Stai

nles

s st

eel A

4

HCR

ste

el

1.45

29

W-KH Plastic Hollow-Wall Anchor Dia. 10

W-MG Metal Multi-Purpose Anchor Dia. 5 - 10

W-GS Gypsum Plasterboard Anchor

W-KL Light Construction Anchor Dia. 18

W-ID Insulating Anchor Dia. 18 + 30

W-GB Aerated Concrete Anchor Dia. 10 - 14

W-DSD Insulation Anchor with expan-sion nail Dia. 10

W-IN Insulation Nail Dia. 8

W-MID Insulation Bolt and Insulation Disk Dia. 8

Nylon anchor Dia. 4 - 20

ZEBRA Shark W-ZX Dia. 5 - 14

ZEBRA Shark Anchors Dia. 5 - 14

W-ZND Nail Anchor Dia. 5 - 10

Securing sleeve 6 - 8 mm dia.

Hammer rivet Dia. 4.8 - 6.4

Brass anchor M4 - M16

W-SSD Sound Protection Anchor Dia. 10 - 18

AMO-Max Dia. 40

AMO light Screw Dia. 10

High-Performance Stud Thrust DeviceDIVA 1 PremiumHigh-Performance Fuel UnitDIGA CS-1










ENDE DES REPORTS ---------------------------------


MW

F - 0

4/11

- 042

56 -

W-FAZ/S FIXING ANCHOR

W-FAZ/S, galvanized steel

W-FAZ/S, galvanized steel with large washer

Individual attachment:Cracked and uncracked concrete

Proof of performance

02.5

Setting instructions

Drill hole Knock in anchor with mason's mallet or machine setting tool

Mount component Apply torqueClean drilled hole

For W-FAZ/A4 Fixing Anchor, see For W-FAZ/HCR Fixing Anchor, see

02.602.6

1. Applications Can be used for medium to heavy loads Suitable for fastening: Metal structures, metal profiles, brackets, foot plates, supports,

cable conduits, piping, railings, wooden structures, beams etc. With European Technical Approval, the anchor may be used in reinforced or unreinforced

standard concrete of a strength class of at least C20/25 and at most C50/60 in accordance with EN 206:2000-12

For use in concrete < C20/25 and pressure-resistant natural stone (without approval) The anchor may be used for anchoring under primarily static loads or quasi-static loads Individual fastening: Anchoring with European Technical Approval in cracked

concrete (concrete tensile zone) and in uncracked concrete (concrete pressure zone)

W-FAZ/S may only be used under the conditions of dry interior rooms

2. Advantages High loads, small axle bases and edge

clearances Time-saving through-bolt mounting Can be loaded immediately no

waiting times The fixing anchor cone with

patented plastic coating enables safe subsequent expansion in cracked concrete

Reliable mounting thanks to the application of the prescribed torque when anchoring

3. Properties Force-controlled/torque-controlled spreading anchor made of electrogalvanized steel in

sizes M8, M10, M12, M16, M20 and M24 Approval:

ETA-99/0011 for individual fasteningOption 1, cracked and uncracked concrete, galvanized steel M8 M24; dimensioned in accordance with the "European Technical Approval Guideline (ETAG) of Metal Anchors for Use in Concrete" Appendix C, Measurement Process A

Fire resistance: W-FAZ/S (M8 M16) F30, F60, F90 and F120; fire load according to DIN 4102-02:1977-09 (ETK Einheits-Temperaturzeitkurve (standard temperature time curve))

Fire resistance: W-FAZ/S (M8 M24) R30, R60, R90, R120;Technical Report TR020 (contained in ETA-99/0011)

Approvals Test reports

Fire resistanceDirect fl ame e ect

European Technical Approval

Option 1 for cracked and uncracked concrete

Fire resistanceTechnical Report

TR 020 R30-R120

Machine Setting Tool for fi xing anchors (W-FA & W-FAZ) M8 M16

Art. No. 0904 908 016For details, see separate product information










ENDE DES REPORTS ---------------------------------


MW

F - 0

6/11

- 042

57 -

W-FAZ/S FIXING ANCHOR

1) The part safety coe cients of the resistances regulated in the approval and a part safety coe cient of the e ects of F = 1.4 have been taken into account. For the combination of tensile and transverse loads, for edge infl uence and anchor groups, please refer to the Directive for European Technical Approval (ETAG) Appendix C.

2) The concrete has normal reinforcement. Higher values are possible for higher concrete strengths.

Wrth system components

02.5

Performance dataAnchor diameter [in mm] M8 M10 M12 M16 M20 M24

Permissible tensile load1)on a single anchor without edge influence

Tensile zone(cracked concrete C20/252),s 3 hef, c 1.5 hef) Nperm. [kN] = C20/252)

2.4 4.3 7.6 11.9 17.1 21.1

Pressure zone(uncracked concrete C20/252) )(scr,sp 3 hef, ccr,sp 1.5 hef)

5.7 7.6 11.9 16.7 24.0 29.6

Permissible transverse load1)on a single anchor without edge influence

Tensile zone(cracked concrete C20/252),c 10 hef) Vperm. [kN] = C20/252)

8.6 12.6 17.1 26.9 34.3 42.3

Pressure zone(uncracked concrete C20/252),c 10 hef)

8.6 12.6 17.1 34.3 37.1 59.2

Permissible bending torque Mperm. [Nm] 13.1 26.9 46.9 119.4 195.0 513.1Permissible load under fire load (R30, R60, R90, R120) see European Technical Approval ETA-99/0011

Fire resistance duration

F30 [in kN] 2.0 5.6 9.0 16.0 F60 [in kN] 1.0 2.2 3.5 7.0 F90 [in kN] 0.65 1.3 2.0 4.3 F120 [in kN] 0.5 0.8 1.3 3.0

Characteristic valuesAxial spacing scr,N [in mm] 138 180 210 255 300 345Edge spacing ccr,N [in mm] 69 90 105 127.5 150 172.5Standard minimum component thickness hstd [in mm] 100 120 140 170 200 230Minimum axial spacing smin [in mm] 40 40 45 45 60 60 60 65 95 90 100 100Cracked concrete Uncracked concrete for c [mm] 70 80 70 70 100 120 100 120 150 180 180 180Minimum edge spacing cmin [in mm] 40 50 45 50 60 75 60 80 95 130 100 100Cracked concrete Uncracked concrete for s [in mm] 80 100 90 100 140 150 180 150 200 240 220 220Reduced minimum component thickness hmin [mm] 80 100 120 140 Minimum axial spacing smin [in mm] 40 40 45 60 60 60 70 80 Cracked concrete Uncracked concrete for c [mm] 70 80 90 140 100 120 160 180 Minimum edge spacing cmin [in mm] 40 50 50 90 60 75 80 90 Cracked concrete Uncracked concrete for s [in mm] 80 100 115 140 140 150 180 200 Effective anchoring depth hef [in mm] 46 60 70 85 100 115Nom. drill dia. d0 [in mm] 8 10 12 16 20 24Drill cutting dia. dcut [in mm] 8.45 10.45 12.5 16.5 20.55 24.55Drill hole depth h1 [in mm] 60 75 90 110 125 145Through-hole in the component being connected df [in mm] 9 12 14 18 22 26

Torque while installing anchor Tinst [Nm] 20 25 45 90 160 200

Can be stored in ORSY

Anchor dimensionsAnchor diameter [in mm] M8 M10 M12 M16 M20 M24

Total length l [in mm] 75

95

115

165

95

110

130

110

125

145

160

180

200

220

240

255

285

325

145

170

220

260

300

165

195

265

285

190

220

235

Max. attachment height tfix [in mm] 10

30

50

100

15

30

50

15

30

50

65

85

105

125

145

160

190

230

25

50

100

140

180

30

60

130

150

30

60

75

Designation

W-FA

Z/S

M8-1

0/75

W-FA

Z/S

M8-3

0/95

W-FA

Z/S

M8-5

0/11

5 W

-FAZ/

S M

8-100

/165

W-FA

Z/S

M10

-15/9

5 W

-FAZ/

S M

10-30

/110

W-FA

Z/S

M10

-50/1

30 W

-FAZ/

S M

12-15

/110

W-FA

Z/S

M12

-30/1

25 W

-FAZ/

S M

12-50

/145

W-FA

Z/S

M12

-65/1

60 W

-FAZ/

S M

12-85

/180

W-FA

Z/S

M12

-105/

200

W-FA

Z/S

M12

-125/

220

W-FA

Z/S

M12

-145/

240

W-FA

Z/S

M12

-160/

255

W-FA

Z/S

M12

-190/

285

W-FA

Z/S

M12

-230/

325

W-FA

Z/S

M16

-25/1

45 W

-FAZ/

S M

16-50

/170

W-FA

Z/S

M16

-100/

220

W-FA

Z/S

M16

-140/

260

W-FA

Z/S

M16

-180/

300

W-FA

Z/S

M20

-30/1

65 W

-FAZ/

S M

20-60

/195

W-FA

Z/S

M20

-130/

265

W-FA

Z/S

M20

-150/

285

W-FA

Z/S

M20

-30/1

90 W

-FAZ/

S M

20-60

/220

W-FA

Z/S

M20

-75/2

35

W-FAZ/S Fixing AnchorGalvanized steel Art. No.

0904

520 8

0109

04 52

0 802

0904

520 8

0309

04 52

0 804

0904

521 0

0109

04 52

1 002

0904

521 0

0309

04 52

1 211

0904

521 2

1209

04 52

1 213

0904

521 2

1409

04 52

1 215

0904

521 2

1609

04 52

1 217

0904

521 2

1809

04 52

1 219

0904

521 6

0109

04 52

1 602

0904

521 6

0309

04 52

1 604

0904

521 6

0509

04 52

2 001

0904

522 0

0209

04 52

2 003

0904

522 0

0409

04 52

2 401

0904

522 4

0209

04 52

2 403

W-FAZ/S Fixing AnchorGalvanized steelwith large washer

Art. No.

0904

531 2

1109

04 53

1 212

0904

531 2

1309

04 53

1 214

0904

531 2

1509

04 53

1 216

Packing unit P. Qty. 100

100

100

50

50

50

50

25

25

25

25

25

25

25

20

20

20

20

20

20

10

10

10

10

10

5

5

10

10

5










ENDE DES REPORTS ---------------------------------


MW

F - 0

6/11

- 04

381

-

W-FAZ/A4 W-FAZ/HCR FIXING ANCHORS

W-FAZ/A4, Stainless steel A4

W-FAZ/HCR (via special order)Highly corrosion-resistant steel (1.4529)

Individual attachment:Cracked and uncracked concrete


02.6



Mount component Apply torqueClean drilled hole

For W-FAZ/S Fixing Anchor, see 02.5

1. Applications Can be used for medium to heavy loads Suitable for fastening: Metal structures, metal profiles, brackets, foot plates, supports,

cable conduits, piping, railings, wooden structures, beams etc. With European Technical Approval, the anchor may be used in reinforced or unreinforced

standard concrete of a strength class of at least C20/25 and at most C50/60 in accordance with EN 206:2000-12

For use in concrete < C20/25 and pressure-resistant natural stone (without approval) The anchor may be used for anchoring under primarily static loads or quasi-static loads Individual fastening: Anchoring with European Technical Approval in cracked

concrete (concrete tensile zone) and in uncracked concrete (concrete pressure zone)

W-FAZ/A4 (stainless steel A4) may be used in dry indoor rooms, outdoors (including industrial atmospheres and near the sea) or in humid rooms if no especially aggressive conditions exist

W-FAZ/HCR (highly corrosion-resistant steel HCR) may be used in areas with a very high corrosion potential e.g. indoor pool atmosphere, road tunnels, poorly ventilated parking garages and parts in seawater and in a marine atmosphere).

2. Advantages High loads, small axle bases and edge

clearances Time-saving through-bolt mounting Can be loaded immediately no

waiting times The fixed anchor cone with

patented plastic coating facilitates reliable later expansion

Reliable mounting thanks to the application of the prescribed torque when anchoring

3. Properties Force-controlled/torque-controlled

spreading anchor made of stainless steel A4 and highly corrosion-resistant steel HCR in the sizes M8, M10, M12, M16 and M20

Approvals:ETA-99/0011 for individual attachmentOption 1, cracked and uncracked concrete, stainless steel A4 and HCR highly corrosion-resistant steel; dimensioned in accordance with the "Guideline for European Technical Approval (ETAG) of Metal Anchors for Use in Concrete", Appendix C, Measurement Process A

Fire resistance: W-FAZ/A4, W-FAZ/HCR (M8 M16) R30, R60, R90, R120 Technical Report TR020 (contained in ETA-99/0011)Fire resistance: W-FAZ/A4, W-FAZ/HCR (M8 M16) F30, F60, F90 and F120Fire load according to DIN 4102-02:1977-09(ETK Einheits-Temperaturzeitkurve (standard temperature time curve))Fire resistance: W-FAZ/HCR (M8 M16) Fire load according to the ZTV tunnel fire compartment curve


Fire resistanceDirect fl ame e ect


Option 1 for cracked and uncracked concrete

Fire resistanceTechnical Report

TR 020R30 - R120

Machine Setting Tool for fi xing anchors (W-FA & W-FAZ) M8 M16

Art. No. 0904 908 016For details, see separate product information










ENDE DES REPORTS ---------------------------------


MW

F - 0

6/11

- 043

82 -

W-FAZ/A4 W-FAZ/HCR FIXING ANCHORS02.6

1) The part-safety coe cients of the resistances regulated in the approval and a part-safety coe cient ofthe e ects of F = 1.4 have been taken into account. For the combination of tensile and transverse loads, for edge infl uence and anchor groups, please refer to the Guideline for European Technical Approval (ETAG), Appendix C.



Performance dataAnchor diameter [in mm] M8 M10 M12 M16 M20

Perm. centered tensile load1) on a single anchor without edge influence

Tensile zone(cracked concrete C20/252), s 3 hef, c 1.5 hef) Nperm. [kN] = C20/252)

2.4 4.3 7.6 11.9 17.1

Pressure zone(uncracked concrete C20/252),scr,sp and ccr,sp see approval

5.7 7.6 11.9 16.7 24.0

Perm. transverse load1) on a single anchorwithout edge influence

Tensile zone(uncracked concrete C20/252), c 10 hef) Vperm. [kN] = C20/252)

7.4 11.4 17.1 26.9 34.3

Pressure zone(uncracked concrete C20/252), c 10 hef)

7.4 11.4 17.1 31.4 43.9

Permissible bending torque Mperm [Nm] 14.9 29.7 52.6 133.1 231.6Permissible load under fire load (R30, R60, R90, R120) see European Technical Approval ETA-99/0011

Fire resistance duration(anchoring base: concrete C20/25)

F30 [in kN] 9.0 15.0 19.0 30.0 F60 [in kN] 5.0 9.0 12.0 15.0 F90 [in kN] 1.8 4.0 5.0 7.5 F120 [in kN] 1.0 2.0 3.0 6.0

Anchor dimensions (W-FAZ/HCR available via special order)W-FAZ/A4 M8 M10 M12 M16 M20

Total length l [in mm] 75 80 95 115

165 90 95 110

130

180

110

115

125

145

180

220

255

275

300

325

145

170

220

280

300

325

340

165

195

265

285

Max. attachment height tfix [in mm] 10 15 30 50 100 10 15 30 50 100 15 20 30 50 85 125

160

180

205

230 25 50 100

160

180

205

220 30 60 130

150

Designation

W-FA

Z/A4

M8-

10/7

5W

-FAZ/

A4 M

8-15

/80

W-FA

Z/A4

M8-

30/9

5W

-FAZ/

A4 M

8-50

/115

W-FA

Z/A4

M8-

100/

165

W-FA

Z/A4

M10

-10/

90W

-FAZ/

A4 M

10-1

5/95

W-FA

Z/A4

M10

-30/

110

W-FA

Z/A4

M10

-50/

130

W-FA

Z/A4

M10

-100

/180

W-FA

Z/A4

M12

-15/

110

W-FA

Z/A4

M12

-20/

115

W-FA

Z/A4

M12

-30/

125

W-FA

Z/A4

M12

-50/

145

W-FA

Z/A4

M12

-85/

180

W-FA

Z/A4

M12

-125

/220

W-FA

Z/A4

M12

-160

/255

W-FA

Z/A4

M12

-180

/275

W-FA

Z/A4

M12

-205

/300

W-FA

Z/A4

M12

-230

/325

W-FA

Z/A4

M16

-25/

145

W-FA

Z/A4

M16

-50/

170

W-FA

Z/A4

M16

-100

/220

W-FA

Z/A4

M16

-160

/280

W-FA

Z/A4

M16

-180

/300

W-FA

Z/A4

M16

-205

/325

W-FA

Z/A4

M16

-220

/340

W-FA

Z/A4

M20

-30/

165

W-FA

Z/A4

M20

-60/

195

W-FA

Z/A4

M20

-130

/265

W-FA

Z/A4

M20

-150

/285

W-FAZ/A4 Fixing AnchorStainless steel A4 Art. No.

0904

608

10

0904

608

15

0904

608

30

0904

608

50

0904

608

100

0904

610

10

0904

610

15

0904

610

30

0904

610

50

0904

610

100

0904

621

201

0904

621

202

0904

621

203

0904

621

204

0904

621

205

0904

621

206

0904

621

207

0904

621

208

0904

621

210

0904

621

211

0904

616

25

0904

616

50

0904

616

100

0904

616

160

0904

616

180

0904

616

205

0904

616

220

0904

620

30

0904

620

60

0904

620

130

0904

620

150

Packing unit P. Qty. 100

100

100

100 50 50 50 50 50 50 25 25 25 25 25 25 20 20 20 20 20 20 10 10 10 10 10 10 10 5 5

Characteristic valuesStandard minimum component thickness hstd [in mm] 100 120 140 160 200 Minimum axial spacing smin [in mm] 40 40 50 50 60 60 60 65 95 90 Cracked concrete Uncracked concrete for c [in mm] 70 80 75 75 100 120 100 120 150 180 Minimum edge spacing cmin [in mm] 40 50 55 60 60 75 60 80 95 130 Cracked concrete Uncracked concrete for s [in mm] 80 100 90 120 140 150 180 150 200 240Reduced minimum component thickness hmin [in mm] 80 100 120 140 Minimum axial spacing smin [in mm] 40 40 45 60 60 60 70 80 Cracked concrete Uncracked concrete for c [in mm] 70 80 90 140 100 120 160 180 Minimum edge spacing cmin [in mm] 40 50 50 90 60 75 80 90 Cracked concrete Uncracked concrete for s [in mm] 80 100 115 140 140 150 180 200 Axial spacing scr,N [in mm] 138 180 210 255 300Edge spacing ccr,N [in mm] 69 90 105 127.5 150Effective anchoring depth hef [in mm] 46 60 70 85 100Nom. drill dia. d0 [in mm] 8 10 12 16 20Drill cutting dia. dcut [in mm] 8.45 10.45 12.5 16.5 20.55Drill hole depth h1 [in mm] 60 75 90 110 125Through-hole in the component being connected df [in mm] 9 12 14 18 22Torque while installing anchor Tinst = [in Nm] 20 35 50 110 200










ENDE DES REPORTS ---------------------------------


MW

F - 0

4/11

- 042

66 -

W-FA/S, W-FA/F FIXING ANCHORS

W-FA/S, Galvanized steel

W-FA/S, Galvanized steel with large washer

W-FA/F, Hot galvanized steel

Individual fastening:Uncracked concrete


11.1



Set anchor in place Apply torqueClean drilled hole

W-FA/A4 Fixing Anchor, see W-FA/HCR M6 Fixing Anchor, see

11.211.2

1. Areas of Application Can be used for medium to heavy loads Suitable for fastening: Metal structures, metal profiles, brackets, foot plates, supports,

cable conduits, piping, wooden structures, beams, purlins, etc. With European Technical Approval, the anchor may be used in reinforced or non-

reinforced standard concrete of a strength class of at least C20/25 and at most C50/60 in accordance with EN 206-1:2000-12

Can be used in < C20/25 concrete and pressure-resistant natural stone (without approval) The anchor may only be used for anchoring under a predominantly static or quasi-static

(e. g. facade, railing) load Individual fastening: Anchoring with European Technical Approval in uncracked

concrete (concrete pressure zone) W-FA/S and W-FA/F may only be used under the conditions of dry inside rooms

2. Advantages High load-bearing capacities, small axial and edge spacing Time-saving pass-through mounting Two anchoring depths Versatile in use for medium- and heavy-load

applications Can be loaded immediately No wait times Mounting reliability ensured through the application of the prescribed torques when

anchoring

3. Properties Force-controlled/torque-controlled spreading anchor made of electrogalvanized and hot

galvanized steel in sizes M6, M8, M10, M12, M16 and M20 Approvals:

ETA-02/0001 for individual fasteningOption 7, uncracked concrete, galvanized steel (M6 M20) and hot galvanized (M8 M20); Measured as per the "European Technical Approval Guideline (ETAG) of Metal Anchors for Use in Concrete", Appendix C, measuring procedure A

Fire resistance: W-FA/S (M6 M20) F30, F60, F90 and F120Fire load in accordance with DIN 4102-02: 1977-09 (Standard temperature-time curve)


Fire resistanceDirect e ect

of fl ames


Option 7 for uncracked concrete

Machine Setting Tool for fi xing anchors (W-FA / W-FAZ) M8 M16

Art. No. 0904 908 016For details, see separate product info

Two anchoring depths:










ENDE DES REPORTS ---------------------------------


MW

F - 0

4/11

- 042

67 -

W-FA/S, W-FA/F FIXING ANCHORS11.1

1) The part safety coe cients of the resistances regulated in the approval and a part safety coe cient of the e ects of F = 1.4 have been taken into account. For the combination of tensile and transverse loads, for edge infl uence and anchor groups, please refer to the Directive for European Technical Approval (ETAG) Appendix C.



Performance dataAnchor diameter [in mm] M6 M8 M10 M12 M16 M20Standard anchoring depth/Reduced anchoring depth

hef/hef,red [in mm] 40 30 44 35 48 42 65 50 82 64 100 78

Perm

. cen

tere

d te

nsile

load

1)on

a s

ingl

e an

chor

w

itho

ut e

dge

infl u

enc

Pressure zone (uncracked concreteC20/252), s 3 hef, c 1.5 hef)

Nperm. [kN] = C20/252) 4.1 2.9 5.7 5.0 7.6 6.5 12.6 8.5 17.8 12.3 24 16.5

Perm

. tr

ansv

erse

lo

ad1)

on a

sin

gle

anch

or

wit

hout

edg

e in

fl uen

ce

Pressure zone (uncracked concreteC20/252), c 10 hef)

Vperm. [kN] = C20/252) 2.9 2.9 6.3 5.0 8.0 6.5 14.3 8.5 23.6 23.6 37.1 33.1

Permissible bending torque Mperm. [Nm] 5.1 5.1 13.1 13.1 25.7 25.7 44.6 44.6 99.9 99.9 195 195

Fire resistance duration (W-FA/S)

F30 [in kN] 0.9 1.4 2.2 3.2 6.0 10.0 F60 [in kN] 0.5 0.8 1.2 1.8 3.4 5.25 F90 [in kN] 0.3 0.5 0.8 1.2 2.2 3.6 F120 [in kN] 0.25 0.4 0.6 0.9 1.7 2.75

Characteristic values

Setting depth hnom/hnom,red [in mm] 49 39 56 47 62 56 82 67 102 84 121 99

Nom. drill dia. d0 [in mm] 6 6 8 8 10 10 12 12 16 16 20 20Drill cutting dia. dcut [in mm] 6.4 6.4 8.45 8.45 10.45 10.45 12.5 12.5 16.5 16.5 20.55 20.55

Drill hole depth h1/h1,red [in mm] 55 45 65 55 70 65 90 75 110 95 130 110

Through-hole in the component being connected df [in mm] 7 7 9 9 12 12 14 14 18 18 22 22

Torque while installing anchor (W-FA/S, galvanized steel) Tinst = [Nm] 8 8 15 15 30 30 50 50 100 100 200 200

Individual attachment: Uncracked concrete, Option 7 (ETA-02/0001 Galvanized steel and hot galvanized steel)Axial spacing scr,N [in mm] 120 90 132 105 144 126 195 150 246 192 300 234Edge spacing ccr,N [in mm] 60 45 66 53 72 63 98 75 123 96 150 117Minimum axial spacing smin [in mm] 35 35 40 40 55 55 75 100 90 100 105 140Minimum edge spacing cmin [in mm] 40 40 45 45 65 65 90 100 105 100 125 140Minimum component thickness hmin [in mm] 100 80 100 80 100 100 130 100 170 130 200 160

Please continue on next page










ENDE DES REPORTS ---------------------------------


MW

F - 0

4/11

- 104

56 -

W-FA/S, W-FA/F FIXING ANCHORS11.1

Individual fastening (M6 - M20):Uncracked concrete (ETA-02/0001)

W-FA/S Fixing Anchor, galvanized steel (with small washer)Anchor dia. [in mm]

Designation Fastening height tfix / tfix,red [in mm]

Total length l [in mm]

Effective anchoring depthh ef/hef,red [in mm]

Thread [dia. x length]

Approval ETA Option 7

Art. No. P. Qty.

M6 W-FA/S M6-5/40 5 40 18 M6 x 16 5932 006 040 100M6 W-FA/S M6-10-20/67 10 / 20 67 40 / 30 M6 x 30 ETA-02/0001 5932 006 067 100M6 W-FA/S M6-25-35/82 25 / 35 82 40 / 30 M6 x 35 ETA-02/0001 5932 006 082 100M6 W-FA/S M6-40-50/97 40 / 50 97 40 / 30 M6 x 35 ETA-02/0001 5932 006 097 100M8 W-FA/S M8-5/50 5 50 24 M8 x 22 5932 008 050 100M8 W-FA/S M8-10-19/75 10 / 19 75 44 / 35 M8 x 40 ETA-02/0001 5932 008 075 100M8 W-FA/S M8-15-24/80 15 / 24 80 44 / 35 M8 x 45 ETA-02/0001 5932 008 080 100M8 W-FA/S M8-25-34/90 25 / 34 90 44 / 35 M8 x 55 ETA-02/0001 5932 008 090 100M8 W-FA/S M8-30-39/95 30 / 39 95 44 / 35 M8 x 60 ETA-02/0001 5932 008 095 100M8 W-FA/S M8-45-54/110 45 / 54 110 44 / 35 M8 x 75 ETA-02/0001 5932 008 110 100M8 W-FA/S M8-55-64/120 55 / 64 120 44 / 35 M8 x 85 ETA-02/0001 5932 008 120 100M10 W-FA/S M10-10/60 10 60 23 M10 x 25 5932 010 060 50M10 W-FA/S M10-10-16/85 10 / 16 85 48 / 42 M10 x 40 ETA-02/0001 5932 010 085 50M10 W-FA/S M10-15-21/90 15 / 21 90 48 / 42 M10 x 45 ETA-02/0001 5932 010 090 50M10 W-FA/S M10-20-26/95 20 / 26 95 48 / 42 M10 x 50 ETA-02/0001 5932 010 095 50M10 W-FA/S M10-30-36/105 30 / 36 105 48 / 42 M10 x 60 ETA-02/0001 5932 010 105 50M10 W-FA/S M10-45-51/120 45 / 51 120 48 / 42 M10 x 75 ETA-02/0001 5932 010 120 50M10 W-FA/S M10-70-76/145 70 / 76 145 48 / 42 M10 x 80 ETA-02/0001 5932 010 145 50M10 W-FA/S M10-100-106/175 100 / 106 175 48 / 42 M10 x 80 ETA-02/0001 5932 010 175 50M10 W-FA/S M10-140-146/215 140 / 146 215 48 / 42 M10 x 80 ETA-02/0001 5932 010 215 25M12 W-FA/S M12-5/75 5 75 40 M12 x 30 5932 012 075 25M12 W-FA/S M12-10-25/105 10 / 25 105 65 / 50 M12 x 60 ETA-02/0001 5932 012 105 25M12 W-FA/S M12-15-30/110 15 / 30 110 65 / 50 M12 x 65 ETA-02/0001 5932 012 110 25M12 W-FA/S M12-20-35/115 20 / 35 115 65 / 50 M12 x 70 ETA-02/0001 5932 012 115 25M12 W-FA/S M12-30-45/125 30 / 45 125 65 / 50 M12 x 80 ETA-02/0001 5932 012 125 25M12 W-FA/S M12-50-65/145 50 / 65 145 65 / 50 M12 x 100 ETA-02/0001 5932 012 145 25M12 W-FA/S M12-65-80/160 65 / 80 160 65 / 50 M12 x 100 ETA-02/0001 5932 012 160 25M12 W-FA/S M12-85-100/180 85 / 100 180 65 / 50 M12 x 100 ETA-02/0001 5932 012 180 25M12 W-FA/S M12-105-120/200 105 / 120 200 65 / 50 M12 x 100 ETA-02/0001 5932 012 200 25M12 W-FA/S M12-125-140/220 125 / 140 220 65 / 50 M12 x 80 ETA-02/0001 5932 012 220 25M12 W-FA/S M12-145-160/240 145 / 160 240 65 / 50 M12 x 80 ETA-02/0001 5932 012 240 20M12 W-FA/S M12-160-175/255 160 / 175 255 65 / 50 M12 x 80 ETA-02/0001 5932 012 255 20M16 W-FA/S M16-13/115 13 115 64 M16 x 60 ETA-02/0001 5932 016 115 20M16 W-FA/S M16-10-28/130 10 / 28 130 82 / 64 M16 x 70 ETA-02/0001 5932 016 130 20M16 W-FA/S M16-30-48/150 30 / 48 150 82 / 64 M16 x 90 ETA-02/0001 5932 016 150 20M16 W-FA/S M16-60-78/180 60 / 78 180 82 / 64 M16 x 110 ETA-02/0001 5932 016 180 20M16 W-FA/S M16-80-98/200 80 / 98 200 82 / 64 M16 x 110 ETA-02/0001 5932 016 200 10

03 anchor and plug system 3

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