PRESTATIEVERKLARING CONF-DOP_DEMU-BA 02/17-NL

DEMU boutankers Nr. H03-13/0401

1. Unieke identificatiecode van het producttype DEMU boutankers

2. Type-, partij- of serienummer of een ander code voor de

identificatie van het bouwproduct conform artikel 11, lid 4

DEMU boutanker, type 1988 - zie ETA-13/0401, annex A4 en

A5

DEMU boutanker, type 1985 - zie ETA-13/0401, annex A4 en

A5

3.

Door de fabrikant beoogd gebruik van het bouwproduct, overeenkomstig de toepasselijke geharmoniseerde technische

specificatie, zoals door de fabrikant bepaald:

Type en gebruik Ingebetonneerd anker met interne schroefdraad

Beschikbare product afmetingen

M12 55, M12 100, M12 150, M16 75, M16 140, M16 220,

M20 90, M20 150, M20 180, M20 270, M24 110, M24 200,

M24 320, M30 160, M30 240, M30 380, M36 300, M36 420,

M42 300, M42

Voor gebruik in Gescheurd en ongescheurd beton C20/25 tot C90/105 conform

EN 206:2013

Ankermateriaal en -sterkte

Koppelbus gemaakt van galvanisch verzinkt staal, voor

droge binnenruimtes, geen blootstelling aan corrosie

Koppelbus gemaakt van thermisch verzinkt staal,

voor geringe blootstelling aan corrosie

Koppelbus gemaakt van roestvaststaal (A4-50 en A4-80),

voor gemiddelde blootstelling aan corrosie

Belastingen Statische, quasi-statische trek- en dwarskrachten of de

combinatie van trek- en dwarskrachten

4.

Naam, geregistreerde handelsnaam of geregistreerd

handelsmerk en contactadres van de fabrikant conform

artikel 11, lid 5

HALFEN GmbH, Liebigstraße 14, 40764 Langenfeld, Duitsland

5.

Indien van toepassing, naam en contactadres van de

gemachtigde wiens mandaat de in artikel 12, lid 2,

vermelde taken bestrijkt

-

6.

Systeem of systemen voor de beoordeling en verificatie

van de prestatiebestendigheid van het bouwproduct als

vermeld in annex V

Systeem 1

7. Prestatieverklaring met betrekking tot een bouwproduct

onder een geharmoniseerde norm -

8.

Prestatieverklaring met betrekking tot een bouwproduct

waarvoor een Europees technische beoordeling is

afgegeven

Het Duitse Instituut voor Bouwtechniek (DIBt) heeft de ETA-

13/0401 afgegeven op basis van EAD 330012-00-0601, versie

september 2015. De aangewezen instantie 2323 heeft volgens

systeem 1 uitgevoerd:

(i) Bepaling van het producttype op basis van een type-

keuring (inclusief bemonstering), typeberekening,

waardetabellen of documentatie van het product;

(ii) Initiële inspectie van de productiefabriek en van de

productiecontrole in de fabriek;

(iii) Permanente bewaking, beoordeling en evaluatie van de

productiecontrole in de fabriek

en heeft het certificaat 2323-CPR-0013 afgegeven.

DEMU boutankers CONF-DOP_DEMU-BA 02/17-NL

9.

Aangegeven prestaties

Belangrijkste kenmerken Berekeningsmethode Prestatie Geharmoniseerde technische

specificatie

Karakteristieke weerstand

bij trekbelasting

CEN/TS 1992-4-1 en

CEN/TS 1992-4-2

ETA-13/0401, annex C1 en C2

EAD 330012-00-0601,

versie September 2015

Karakteristieke weerstand

bij dwarskrachten ETA-13/0401, annex C3 en C4

Vervormingen in

bruikbaarheidsgrenstoestand ETA-13/0401, annex C2 en C4

Karakteristieke weerstand

bij brandbelasting ETA-13/0401, annex C5

Indien overeenkomstig artikel 37 of 38 in de specifieke

technische documentatie is gebruikt, moet het product

voldoen aan de eisen

-

10. De prestaties van het product volgens punt 1 en 2 komen overeen met de aangegeven prestaties in punt 9.

Deze prestatieverklaring wordt verstrekt onder volledige verantwoordelijkheid van de fabrikant genoemd in punt 4.

Langenfeld, 06.02.2017

Ondertekend voor en namens de fabrikant door

Richard Wachter ppa. Dr.-Ing. Dirk Albartus (Managing Director) (Manager Engineering)

H -

902 -

NL -

02/1

7

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1a: Char3ct

erist

ic v

alu

es f

or

te

ns

ion

lo

ad

s

Thr

ead

size

d

mm

M

12

M

16

M

20

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eell

ail

ur

e.

boIt

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hor

mat

eria

l 1 O

f 2

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d sc

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in. s

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e of

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istic

resi

stanc

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62

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ctor

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I

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cella

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ial 1

or

2

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d stre

nqth 5.6

m

ade

01 cl

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aled

I hot

-di o

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ract

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sista

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IN", I[kN

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I

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ty fa

ctor

Iv ..

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I

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fail

ur

e.

balt a

nCher

m

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or

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. sleel

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ngth 8.8

) m

ade

of e!

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al

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l C

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ce

N ....

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45

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I 9

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I

13

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zuge

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chem

eits

beiwert

V •

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1[-] I

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eel

fall

ur

e.

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ncho

r m

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ria

l 3

: A

4-S

0

and

saew m

in.

stee

l str

enqth

A4

-50

m

ade

01 st

ainl

ess

steeI

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ract

eris

tic r

esis

tance

IN ��

I[kN]

42

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I 8

1.0

I

11

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al s

afet

y fa

dor

Ivlob I

1[-]

2.8

6

I 3

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tee

l fa

llu

re

. boI

tanc

hor

mat

eria

l 3:

A4

-SO

an

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. st

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tren

A

4-7

0

mad

e cf

sta

inle

ss s

teel

C

hara

deri

stic

resis

tance

N ..

... I[kN

] 4

6.4

8

1.0

I

11

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I

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4:

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an

d scre-N

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tren

Qth

A4

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m

ade

cf s

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s steel

C

hara

cter

istic

resista

nce

IN ... .

I[kN] I

5

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l saf

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fad

or

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1[-] I

1.4

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re

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ract

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ista

nce in

crac:l<

ed co

ncre

te

C20

J25

N o..,

[kN]

25

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I

69

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I C

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tance

in Ur1C

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5

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[kN]

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97

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C25

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C30/3

7

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r NRI<.P

in cra

cked

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0 "'0

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5

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artial

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fact

or

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abse

nce c

f oth

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atio

nal req

ulati

ons:

.IJ on

l av

aila

ble

in G

V m

ater

ial 1

acc. to

Ann

ex A

4)

M2

4

M3

0

M36

14

1.2

I

224

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32

6.8

2.0

0

17

6.5

-,

2

80

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-,

40

8.5

2.0

0

21

9.5

I

33

5.0

I

49

0.5

1.5

8

28

2.4

I

44

8.8

I

1.6

0

I

10

0.5

I

168

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I 2

40

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14

0.7

I

236

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I 3

36

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1.2

0

1.4

8

1.8

0

2.0

0

2.2

0

2.4

0

1.5

0

M4

2

44

8.4

2j

-,

560

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I 588

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I 3

41

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le C

1 b: C

harae

terl

stlc

valuc

s for

t�sio

n load

s Th

read

si%

e d

mm

C

oncr

ete

eo

ne

fa

ilu

re

Effective an

chor

age

depth

h ... ')

(m

m]

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or to

take

into

acco

unt the

influe

nc:e of

Ioad

trans

fer

""

[-I m

ech

an

i$m

s in

crnCk

ed an

d un

crack

ecl con

crete

k,..

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hara

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ristic

spacing

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. [m

m]

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rac

teris

tic e

dg

e di

stance

0.

. [m

m]

Partial

safety

facto

r y�

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anchorage

dep

th

h ... t)

(mm

)

Ch

aract

eristic spaci

ng

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[m

m)

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rac

teris

tic e

dg

e d

istance

c.

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(mm

)

Par

tial saf

ety fa

ctor

Y.�

, [-J

M,

2

M12X

55

: 4

9_

M12x

10

0:

94.

M12x

15

0:

144

. -

M12x

SS

: 4

9_

M12x

10

O:

94.

M12x

15

0:

144

. -

M'

6

1

M2

0

M16

x7

5:

07

_ M2Ox9O:

7

9_

M16

x1

40

: 13

2.

M2

0x

150

: 13

9.

M1S

x22

0:

212

. M

2O

x1

80

: 16

9.0

-

M20x270

: 2

59

.0

M16

x7

S:

67

_ M

20

x9

0:

79

_

M16

x14

0:

132

. M

20

x15

0:

139

.

M16

x22

0:

212

.0 M

20

x18

0:

169

. -

M20x270

: 2

59

.

'I for bel

lt anc

hor type

.198

5 t

he

values

have to

be de

crea

sed

20

mm

: �

in ab

senc

e cf

ethe

r na

tiona

l re;ul

ations

Tab

le C2

: DispLac:

::ements

under

tens

ion lo

ads

Thread

size

d m

m

M,

2

M,

6

M20

lurs.pta

cem

ents

ÖtIo to

0-, m

m to

r sn

ort term

IOac

hng

In

crac

ked

and

unc

rack.

ed co

ncre

te u

neer

follo

win

g te

nsio

n N

[l<NI

14

.0

20

.0

29_0

load

s 1)

} for lo

n9 te

rm te

nsio

n Ioa

ding tt

le d

ispl

acem

ents

Öw-ca

n be

incr

ease

d to

1.8

mm

M2

4

I M

OO

M2

4x

11

0:

97

_ M

3OX1

60

: 14

3.

M24

X2Q

O:

187

. M

3Qx24

Q:

223.

M2

4x3

20

: 3

07

. M

30

x3

80

: 3

63

. -

-8

_5

11

.9

3.0

· h

er

1.5

· h ..

.. ,_SO

M2

4x

11

0:

9i

. M

3O

X16

0:

143

.0

M2

4x:2

00

: 18

7.

M3

0x2

40

; 2

23

.0

M2

4x3

20

: 3

07

.0 M

30

x38

O;

36

3.0

-

-4

.0·

h.,

2.0

· h

.

1.5

0

M2

< M30

40

.0

63

.0

M3

6

L

M4

2

M3

6X3

00

: 2

79

.0 M

42x3

00

: 2

76

.0

M3

6x

42

0:

399.

M4

2x

46

0:

43

6.0

--

M36x3OO: 2

i9

. M

42x3

00

: 2

76

.0

M36

x42

0:

39

9.

M4

2x4

60

: 4

36

.0

--

M3

6

M4

2

83

.0

113

.0

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< �

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Table

C3a: C

ha

racte

rlsti

c: v

alu

es

for

$he

ar

loa

ds

Thread si

ze

d

[mm]

M'2

M,6

M20

1 M2

4 1

M30

1 S

he

ar

loa

ds

with

ou

t le

ve

r arm

Grou

p factor

(CENITS

1992-4-

2, 6.3.3

.1>

Ik, 1[-]

1

'.0

Ste

et

tail

ure

. boI

t anchO

r(mate

n3l1 o

r 2) an

d screw

(min.

steel s

trength

4.6) m

ade cf

electropl

ated I h

Ot-dlpped

gahQn

rsed ste

el Ch

aracte

ristic r

esista

nce

I VRl<.s

l[kNJ

16,9

1

3',�

1 49.

0 1

70,6

1 112

,2 1

Partial

safety

factor

Ivlob 1)

1[-] 1

1,6

7 S

tee

l fa

ilu

re.

bolt 3n

chOr (m

aterial

1 er 2)

and sc

rew (m

in. steel

streng

th 5.6)

made

cf elec

troplated

I hot-d

ipped ga

hl3nise

d steel

Cha

racteri

stic res

istance

I VR

�. s l[k

NJ 1

21.1

1 39.

3 1

61.3

1 88.

3 1

140.3

1 Pa

rtial sa

fety fac

tor IVIM

') 1[-]

1 '.67

S

tee

l ta

ilu

re,

boIt an

chOr (m

aterial 1 or

2) and

serew

(min.

steel str

ength 8

.8) ma

de cf

electro

plated

I hot-d

ipped ga

l>.anise

d steel

Cha

racter

istic res

istance

IVR

I<.& l[k

NJ 1

22.9

1 46.

5 1

69.8

1 109

,7 1

167.5

I Pa

rtial safety

faetor

IVMs '1

1[-] 1

1,32

Ste

el

fail

ure

. bolt

ancho

r (mate

rial 3:

A4-50

) and s

erew (m

in. ste

el strengt

h A4-50

) made

d sta

inless s

teel

Chara

cteristic

resista

nce

IVR .....

l[ kNJ

1 21,

1 1

40.5

1 55,

1 1

Partia

l safety fae

tOl'

Iv ... 1)

1[-] 1

2.38

1 2.5

8 1

Sre

el

tail

ure

. bolt

anehO

r (material

3: A4

-50) and

serew

(min.

steel streogth

A4-70

) made

of sta

inless

steel

Charae

terist

ic res

istance

IVR

It. $ l [k

NJ 1

23.2

1 4

0.5

1

55.'

1 Pa

rtial safety

faetOl'

Iv ..

. 1) 1[-]

1 2.5

8 1

Ste

el

tail

ure

, bel

lt anchO

r (mate

rial 4:

A4-80

) and

screw

emin.

steel s

trength A4

-80) m

ade r:A

stainles

s steel

Cha

racteri

stic res

istance

IVR

..... l[k

NJ 1

29.5

1 62.

8 1

90.0

1 141

.2 1

224

.4

1 Pa

rtial safety

factor

IY�

1) 1[-]

1

'.23

1 '.33

1

'.23

1 '.33

1

Sh

ea

r lo

ad

sw

ith l

ev

er

arm

: see

Annex

0;.. Ta

ble C3b

Pry-out

tallu

re

M12x5

5: 1.0

1 Fac

tOf

k, [-I

M12x1

00:

2.0

2.0

2.0

2.0

2.0

M12x1

50:

2.0

Partial

safety

factor

VIoAeP 1

) [-J

'.50

Con

crcte

ed

ge

tail

ure

(w

itho

ut

sup

pl.

re

info

rcem

en

t)

M12x5

5: 47.

0 M16x

75:

65.0 M

20x90:

77.

0 M24x

110:

95.0 M

3Ox160

: 14

1.0

Effecti\e

leng

th

of fixi

ng anc

hOr (for

shear

loads)

\ Im

m] M1

2x100:

92.0

M16x1

40: 13

0.0 M

20x150

: 137.

0 M24x

200: 1

85.0 M

30x240

: 221.

0 M1

2x150:

124.0

M16x

220: 1

68.0 M

2Ox180

: 167.

0 M24x

32O: 2

56.0 M

3Ox380

: 320.

0 -

-M2

0x270:

208.0

-

-EfI'ecti\

e outs

ide

diame

tef'

......

Imm]

15.5

21,0

26.0

32.0

40.0

Pa

rtial

safety faet

Ol'

VNce 1)

[- J '. 50

1) in

abseflC

e cf ot

her national

regulations

: 2) on

Iy a\lail

able in

GI! (m

atetria

l 1 sec

. to An

nex A4

)

M36

1 M4

2

163,4

1 224

.22')

204.3

1 280

.321

245.2

1 2

94

.12

)

2.0

2.0

M36x3

00: 2n

.o M4

2x300:

V4.0

M3

6x42O:

380.0

M42x4

60: 43

20

--

47

.5

54.0

I � � ".

� " iS g " Ci! 1; Ci! Cl.

� §

m-o

""

0>

:l>CC

.!.

'"

w�

0

'"

... 0

0

-�

m

0'"

-

�

... .g

0'"

'"

0>

<> "

3;1

0-

<>

",=r

�

"

NO

0

0>

�-

"':I>

'" '" '" '" '" 3 '"

%

g> 0

<:

'" -

-<:

'"

::­

n

00

=r

_

n

::1_

::+::

::1" -'

c:c

CI

"'�

_UI

N

m

'"

�

'"

:::

�

..

o

m � � �

O-U

::T

<>

"'''

' �

0

'" �

0

-_

::J

<> '"

�.

� '"

0

�CD

0

",

< !!C

t: (l) '" Q '"

::T

(l) � 0" '"

"- -'"

"- 0;.

"0 in

0

(l) 3 <>

::> <t § "- CD

�

'"

::T

'" � 0" '"

"

-'"

»

::> ::> '" x o

..,.

0

m

s:

C

UJ

0

..

0>

:::>

0

:::T

0

�

Tabl

e C3

b: Cha

racterl:stic

va

lues lor

shear

loa

ds

Thr

ead

size

d Ilm

mlJ

M1

2

M16

Sh

ea

r Jo

acIs

wlt

h le

vet'

arm

Stee

l 'a

ilu

re.

bolt anc

hor

mat

eria

l 1 Of'

2) a

nd screw

min

. ste

el strenoth

4,6

m

ade

01 eI

ate

d I hat

.. (f

Cha

racteristic

res

ista

nce

IM-....

l(NmJ I

5

2.4

I

133

.2

Par

tial saf

etyfactor

I v

lols '

I[ - J I

S

teel

failo

re.

bOIt a

ncho

r m

ater

ial 1

Q{ 2

3

nd scr

ew m

in.

stee

J s

th 5.

6 m

ade

of e

lectr

opla

ted

I hot-d

i C

hara

den

stic

resi

stance

M"�

t[Nm

] 6

5.5

16

6.5

Part

ial sa

fety fa

ctor

y� ,

1[-] S

tee

l fa

ilure

. \)oft

anc

hOr

mat

erial 1

Cf

2

and

serew

min

. ste

el s

tre

8.8

m

ade

of e

ie

ted I

hot-d

i C

hara

cter

istic

resi

stanc

e IM-

....

l(NmJ I

10

4.8

I

26

6.4

Partia

l safdy

factor

Iv..,.

, 1[-]

I S

teeJ

fallu

re.

boIt an

ehor

mat

eria

l 3:

A4-5O a

nd screw

min

. stee

l str

enqth

A4-

SO m

ade

of s

tain

less

stee

l C

haTaCt

eris

tic re

sista

nce

M"JO<.. J

(Nm]

Partial

safety

factor

y* ,

[-J S

tee

l fa

ilure

. boIt

anch

or m

aterial 3

: A4-SO

and

sereN m

in. st

eel s

tre

Cha

racteristic

resi

stanc

e IM"

RIu, P

artial

safety

factor

Iv""

•

(NmJ

1[-1 S

teel

fall

ure

. bel

lt ancho

r m

atena

l 3: M

-50

and screw

min

. steeI s�

ng

Cha

racte

nstic

resi

stanoe

"'

-....

(NmJ

Par

tial sa

fety factor

y�

, [-J

Stee

l fa

llure

. bel

lt ancho

r m

ater

ial 4

: �

and

5ae-l/

min

. ste

el s

tre

Cha

racteristic

resi

stano

e IM "

... l(N

m J P

artial

safety

factor

Iy

� ,

I[- J

65

.5

166

.5

2.3

8

A4-

70

mad

e of

sta

inles

s st

eel

91

.7

I 3

83

.7

1.56

I A4-8

0

made Of

st3Iin

less

steeI

161.

6

383.7

2

.58

A4-8

0 m

ade

Of sta

inJes

s st

eel

104

.8

I 2

66

.4

') in

absence

of o

the

r nat

iona

l requl

atior'ls;

.) o

nly

avaa

able

in GY

(mat

eria

l 1 ac

c. to A

nnex

A-4

Tabl

e 04

: DIs

pla

ceme

nts

under

shear loa

ds

Thread

size

d

mm

M

12

M

16

Dis

ptac

emen

ts Ovo

10 1.

5 m

m fO

r Short t

erm IOatMg

in

cracked

and

uncracked

concrete

und

er fol

Jowin

g shea

r V

[k NJ

13.0

2

3.0

Joad

s 11

I tot Io

ng te

rm s

hear

Ioad

ing the

äJSptac:e

men

ts Öv-

can

be increased

to 2

.0 m

m

M20

1 M2

4

1 M30

o a

lvan

ised

ste

el

I 2

59

.6

I 4

49

.0

I 8

99

.6

1.6

7

J)3lv

anis

ecl ste

eI

1 3

24

.5

1 5

61,

3

1 1

12

4.5

1,5

7

oalv

anis

ed s

teel

I 5

19.3

1

89

8.0

1

179

9.2

1.2

5

1 3

24

.5

I 1 1

65

9.4

1

2.5

8

I 1

65

9.4

1 1

I 5

19.3

1

89

8.0

1

179

9.2

1.3

3

M20

M2

4

M3

0

36

.0

52

.0

82

.0

1 M36

1

M4

2

I 15

81.

0

I 2

54

1.1

2)

1 19

76

.3

1 3

176

.32)

1 3

16

2. 1

5

08

2.1

2)

I

"'36

M4

2

120

.0

160

.0

� '" � ::r ii "

� g "b <> -g <> Cl.

�

D §

m-o

..

....

lo'"

.:.

'"

c.>�

-

0>

�O

0

-�

m

Oe:

-

�

.. .g

0'"

'"

..

""

3;1

c"

"

",:r

�

"

"''

' 0

"

�-

"'lo

"'

"'

'"

"'

"'

3 '" ;?

il' 0

<:

'" -

-<:

'"

,,

­n

� �

:r

_n

::I

_;:+

::r

_·C:

C: =­

;1t;' ..

.. _1n

Page 19 01 European Technlcal Assessmen! ETA-13/0401 01 4 December 2015

English translation prepared by DIBt

Table es: CharacterlSllc valuos tor roslstance 10 flre Throod sizo Id 1101011 M12 I S��ol lollur�n��;:�;'S�

oO� �;:n�

h::r���do�R�;n ' N"" j" " ��. ,n), R30 W", .• '[kNI 1.5

reslstance R60 [F",.n [kNI 1 . 1 R90 IF". , .o [kN) 1.0 R120 [F" , . o [kN) 0.7

Partial sololv loelor Iv, .. ..,"' )-) R30 IM"".,.o [Nm) 2.6

i R60 [M"" .•. , )Nm) 2.0 R90 [M" " .•. 0 [Nm) 1.7 R120 [W" .•. , [Nm) 1.3

Parlial [V" •. " ' [-) �!�,OI IOliuro lor 10�S�00� :�:, �h::r�:��' �:�;" = N."" ".�o�1"" )'

R30 ' ", .•. n [kN) 2.2 / 2.5 " resistance R60 ''' •. n [kN) 1 .6/ 2.1 "

R90 '" .•. n kN) 1 .5/ 1.6 " R120 '" •. n kN) 1 .2 / 1.3 "

IPorli" .. rolV loelor IVM •. , -) R30 IM'" .... , Nm) 3.9

I .... '"'' .......... , " .. ,,, resistance R60 IM" " .•. 0 [Nm) 3.3 R90 IM"".,., [Nm) 2.6 R120 IM" "' .•. 0 [Nm) 2.1

IPorlial sololV loelor .VM •. O 1-1 I I ralluro

resistance I R90 IN",.o :kN) I R120 IN",., :kN)

IParlial sololV raclor Iv" •. , -) I cono ralluro

resistanco R90 N",. l)kN) R120 N".,. l)kN)

, spaelng s".I/.n I)mm) , odga dlslaneo e".I/,n Ilmm)

IPartial aalolv laelor V"' ... . , 11-) I .<V-oul lalluro i reslstance I R90 V".".o kN)

I R120 V"."., kN) IParlial salelv raelor V".o " -)

1 0dgo rollura i resistance R90 V"." , IlkN)

R120 V"."fl IlkN) If'!rIi!' solelv roclor VM,., .

, 11-1

Deutsches Institut

für Bautechnik DlBt

M16 I M20 I M24 I M30 I M36

I I sloel 3.0 4.5 7.1 10.6 15.6 2.3 3.4 5.3 6.1 1 1 .9 2.0 2.9 4.6 7.0 10.3 1.5 2.3 3.5 5.4 7.9

1.00 6.7 13.0 22.5 45.0 79.1 5.0 9.7 16.6 33.7 59.3 4.3 6.4 14.6 29.2 51.4 3.3 6.5 11 .2 22.5 39.5

1.00

4.5/4.6 " 6.6 10.6 16.2 3.6/ 3.9 " 5.6 6.6 13.5 -3.0 / 3. 1 " 4.5 7.1 10.6 2.4 1 2.5 " 3.6 5.6 8.6

1 .00 10.0 19.5 33.7 67.5 8.3 16.2 28.1 56.2 6.7 13.0 22.5 45.0 5.3 10.4 18.0 36.0

1 .00

N .. '.'"'' = 0.25 • N .. , N" ,"">G' = 0.20 • N",

1.00

, = 11.,1200 • NP"., < NP" .• NP".,.,,,,., = 0.8 ' h,,200 ' NP"., < NP".,

4.0 ' h., 2.0 ' h" 1.00

, = k, • N", .• ,,, V" , = k, '

1.00

\I"",'J'''' = 0.25 ' \1""., \1""., .. ,,,,, = 0.20 ' \1"".,

1.00

M42

19.0 14.2 12.3 9.5

127.1 95.3 62.6 63.5

-

I" in obsonee 01 olhor n,lional I ; " hlnhor valuo ooollo. lor malonal 3 (ace. r A4J

DEMU Bolt anchor

Performances Annex es

Characteristic values lor resistance to lire

Z69897.15 8.06.01-24/14