PRODUCT OVERVIEW
FM-744 rev01
friulsider
Via Trieste 1, 33048 San Giovanni al Natisone, Udine, Italia
Tel. +39 0432 747911 - Fax +39 0432 758444
www.friulsider.com - info@friulsider.com
Assistenza tec. per Italia: Tel. 0432 747906 - Fax verde 800 301052
SCHEDA TECNICA – TECHNICAL SHEET
Rev: 06
Pag. 1/3
FM-744® Ancorante pesante a quattro settori / Heavy duty shield anchor – four segments
Occhiolo forgiato
Forged eye
Gancio forgiato
Forged hook
Barra filettata
Threaded bar
Vite TE cl. 8.8
Screw gr. 8.8
*Solo tassello
Anchor only
DATI TECNICI - TECHNICAL DATA
tfix
=
spessore max fissabile / fixture thickness
do
=
diametro foro / hole diameter
h1
=
profondità minima foro / minimum hole depth
hnom
=
profondità minima di posa / nominal embedment depth
hef
=
profondità minima di ancoraggio / minimum depth of anchorage
df
=
diametro di passaggio sul pezzo / hole diameter of fixing element
hmin
=
spessore minimo supporto / minimum support thickness
Tinst
=
coppia di serraggio nominale / torque
d
=
diametro vite / screw diameter
Lv
=
lunghezza nominale vite o accessorio / nominal length of screw or accessory
L
=
lunghezza ancorante / anchor length
O
=
Ø interno gancio o occhiolo / internal Ø hook or eye
Tipo
size
dxL
tfix
mm
do
mm
h1
mm
hnom
mm
hef
mm
df
mm
hmin
mm
M6x40
*
10
55
40
33,5
8
M8x50
*
14
65
50
41
M10x60
*
16
75
60
M12x80
*
20
95
M6x40
12
10
M8x50
15
M10x60
Lv
mm
O
mm
Tinst
Nm
Cod.
100
6
74400b10040
10
100
15
74400b14050
50
12
100
30
74400b16060
80
66,5
14
135
50
74400b20080
55
40
33,5
8
100
50
6
74411b10040
14
65
50
41
10
100
60
15
74411b14050
20
16
75
60
50
12
100
80
30
74411b16060
M12x80
15
20
95
80
66,5
14
135
90
50
74411b20080
M6x40
20
10
55
40
33,5
8
100
65
6
74412b10040■
M8x50
20
14
65
50
41
10
100
75
15
74412b14050■
M10x60
25
16
75
60
50
12
100
95
30
74412b16060■
M12x80
25
20
95
80
66,5
14
135
115
50
74412b20080■
M6x40
10
55
40
33,5
8
100
50
6,5
5
74413b10040■
M8x50
14
65
50
41
10
100
60
11
10
74413b14050■
M10x60
16
75
60
50
12
100
73
14
18
74413b16060■
M12x80
20
95
80
66,5
14
135
90
16
30
74413b20080■
M6x40
10
55
40
33,5
8
100
50
10
5
74414b10040■
M8x50
14
65
50
41
10
100
60
11,5
10
74414b14050■
M10x60
16
75
60
50
12
100
73
14,5
18
74414b16060■
M12x80
20
95
80
66,5
14
135
90
17
30
74414b20080■
* Misure certificate CE con l’utilizzo di viti classe 8.8 (tfix = Lv – hnom) / CE certified when used with screws grade 8.8 (tfix = Lv – hnom)
■ Misure non certificate CE / Not covered by CE certification
Friulsider S.p.A si riserva il diritto di apportare modifiche senza preavviso / Friulsider reserves the right to make modifications without prior notice.
friulsider
SCHEDA TECNICA – TECHNICAL SHEET
Via Trieste 1, 33048 San Giovanni al Natisone, Udine, Italia
Tel. +39 0432 747911 - Fax +39 0432 758444
www.friulsider.com - info@friulsider.com
Assistenza tec. per Italia: Tel. 0432 747906 - Fax verde 800 301052
FM-744® Ancorante pesante a quattro settori / Heavy duty shield anchor – four segments
SUPPORTI – BASE MATERIALS
idonee / suitable applications
calcestruzzo / concrete
Rev: 06
Pag. 2/3
parzialmente indicato / partially suitable applications
mattone pieno / solid brick
pietra compatta / solid stone
INSTALLAZIONE – INSTALLATION
CARATTERISTICHE ANCORANTE – ANCHOR FEATURES
Tipo
Type
Materiale
Material
Rivestimento
Coating
acciaio
steel
cl. 8.8 ISO 898/1
grade 8.8 ISO 898/1
Ancorante
Anchor
Vite TE
Hex screw
Rondella
Washer
DIN 125/1
Zincatura bianca  5µm ISO 4042
White zinc plated 5µm ISO 4042
cl. 5.8 ISO 898/1
grade 5.8 ISO 898/1
Barra filettata
Threaded bar
cl.8 DIN 934
grade 8 DIN 934
Dado
Hex Nut
acciaio forgiato
forged steel
Gancio / Occhiolo
Hook / Eye
Tipo ancorante
Anchor diameter
M6
M8
M10
M12
Sezione resistente
Stressed cross-section
As
[mm ]
20,1
36,6
58,0
84,3
Momento flettente ammissibile cl. 8.8
Recommended Bending moment grade 8.8
Mcons
[Nm]
7
17
34
60
Momento flettente ammissibile cl. 5.8
Recommended Bending moment grade 5.8
Mcons
[Nm]
4
10
21
37
2
(1)
Trazione ammissibile occhiolo forgiato
[kN]
1,8
3,0
4,8
7,0
Ncons
(1)
Recommended Tensile forged eye
(1)
Trazione ammissibile gancio forgiato
[kN]
0,4
0,8
1,2
1,9
Ncons
(1)
Recommended Tensile forged hook
(2)
Taglio
C  10 hef – barra cl. 5.8
[kN]
2,1
3,8
6,0
8,8
Vcons
(2)
C  10 hef – bar grade 5.8
Shear
1kN = 100 kgf
(1)
Questi accessori non sono certificati, i carichi ammissibili derivano dai carichi medi di rottura e sono comprensivi del coefficiente totale =4.
These accessories are not included in the certification, the recommended loads derive from the mean ultimate loads and are inclusive of the total
safety factor =4.
(2)
Valori di taglio puro Vcons con distanze dai bordi C  10xhef comprensivi del coefficiente totale =3.
Shear pure values Vcons with distance from the edge C  10xhef are inclusive of the total safety factor =3.
Friulsider S.p.A si riserva il diritto di apportare modifiche senza preavviso / Friulsider reserves the right to make modifications without prior notice.
friulsider
SCHEDA TECNICA – TECHNICAL SHEET
Via Trieste 1, 33048 San Giovanni al Natisone, Udine, Italia
Tel. +39 0432 747911 - Fax +39 0432 758444
www.friulsider.com - info@friulsider.com
Assistenza tec. per Italia: Tel. 0432 747906 - Fax verde 800 301052
FM-744® Ancorante pesante a quattro settori / Heavy duty shield anchor – four segments
CARICHI di PROGETTO(1) e AMMISSIBILI(2) (consigliati)
DESIGN(1) and RECOMMENDED(2) LOADS
Rev: 06
Pag. 3/3
ETA-05/0169
Op.7 – Met.A
Ancorante singolo senza influenza derivante da distanza dal bordo o interasse in calcestruzzo C20/25 non fessurato.
Single anchor with large anchor spacing and edge distances in non-cracked concrete C20/25
Tipo ancorante
Anchor diameter
Profondità di ancoraggio
Depth of anchorage
M6
Trazione
Tensile
Interasse
Spacing
Distanza dal bordo
Edge distance
(3)
Taglio
C  10 hef viti cl. 8.8
(3)
Shear
C  10 hef - screw grade 8.8
(4)
M8
M10
M12
hef
[mm]
33,5
41
50
66,5
Nrd
[kN]
4,0
8,0
11,9
18,2
Ncons
[kN]
2,9
5,7
8,5
13,0
Scr,N
[mm]
101
123
150
200
Ccr,N
[mm]
50
62
75
100
Vrd
[kN]
5,9
11,6
17,2
25,6
Vcons
[kN]
4,2
8,3
12,3
18,3
1kN = 100 kgf
(1)
I carichi di progetto Nrd e Vrd derivano dai carichi caratteristici riportati sulla certificazione ETA-05/0169 e sono comprensivi dei coefficienti parziali di
sicurezza ym relativi al singolo diametro (vedi ETA). The design loads Nrd and Vrd derive from the characteristic loads on the ETA-05/0169
certification and are inclusive of the partial safety factors ym proportional to each diameter (see ETA).
(2)
I carichi ammissibili Ncons e Vcons derivano dai carichi caratteristici riportati sulla certificazione ETA-05/0169 e sono comprensivi dei coefficienti
parziali di sicurezza f =1.4 e ym relativi al singolo diametro (vedi ETA). The recommended loads Ncons and Vcons derive from the characteristic loads
on the ETA-05/0169 certification and are inclusive of the partial safety factors f=1.4 and ym proportional to each diameter (see ETA).
(3)
Valori di taglio validi con distanze dai bordi C10xhef.
Shear values valid with distance from the edge C 10xhef.
(4)
Uso limitato ad ancoraggi di componenti strutturali staticamente indeterminati (iperstatici).
Use restricted to anchoring of structural components statically indeterminated.
Dati di installazione e di posa limite - Minimum installation distances
Tipo ancorante
Anchor diameter
M6
M8
M10
M12
Interasse minimo fra ancoranti
Minimum distance between anchors
Smin
[mm]
35
40
50
70
Distanza minima dal bordo
Minimum distance form edge
Cmin
[mm]
35
40
50
70
Esempio di carico di taglio diretto verso il bordo del calcestruzzo C20/25 alla distanza Cmin secondo ETAG001 allegato C
Example (according to annex C of the ETAG 001)of shear load across the C20/25 concrete edge at a distance of Cmin
Tipo ancorante
Anchor diameter
Taglio C = Cmin
Shear C = Cmin
M6
M8
M10
M12
Vrd,cmin
[kN]
1,3
1,8
2,6
5,0
Vcons,cmin
[kN]
0,9
1,3
1,9
3,6
1kN = 100 kgf
I valori di carico riportati hanno valore solo se l'installazione è stata eseguita correttamente. Il progettista è responsabile del
dimensionamento e del numero degli ancoraggi. Per la progettazione ed il dimensionamento dell'ancoraggio applicare il metodo di calcolo A,
secondo ETAG001 Allegato C.
The load values are only valid if the installation has been carried out correctly. The design engineer is responsible for the designing and
calculation of the fixing. The designing and calculation of the anchorage should be carried out in accordance with annex C, of the ETAG001,
design method A.
Friulsider S.p.A si riserva il diritto di apportare modifiche senza preavviso / Friulsider reserves the right to make modifications without prior notice.
Member of
www.eota.eu
Centre Scientifique et
Technique du Bâtiment
84 avenue Jean Jaurès
CHAMPS-SUR-MARNE
F-77447 Marne-la-Vallée Cedex 2
Tél. : (33) 01 64 68 82 82
Fax : (33) 01 60 05 70 37
European Technical
Assessment
ETA-05/016 9
of 29/01/2015
English translation prepared by CSTB - Original version in French language
General Part
Nom commercial
Trade name
FM744
Famille de produit
Product family
Cheville métallique en acier inoxydable, à expansion par
vissage à couple contrôlé, de fixation dans le béton non
fissuré :
diamètres M8, M10, M12 et M16
Torque-controlled expansion anchor, made of galvanized
steel, for use in non-cracked concrete:
sizes M6, M8, M10 and M12
Titulaire
Manufacturer
FRIULSIDER
Via Trieste,1
I 33048 San Giovanni al Natisone (UDINE)
ITALIE
Usine de fabrication
Manufacturing plants
FRIULSIDER
Via Trieste,1
I 33048 San Giovanni al Natisone (UDINE)
ITALIE
Cette evaluation contient:
This Assessment contains
12 pages incluant 9 annexes qui font partie intégrante de
cette évaluation
12 pages including 9 annexes which form an integral part of
this assessment
Base de l‘ETE
Basis of ETA
ETAG 001, Version April 2013, utilisée en tant que EAD
ETAG 001, Edition April 2013 used as EAD
Cette evaluation remplace:
This Assessment replaces
ATE 0 5 / 0 1 6 9 valide du 01/09/2010 au 31/08/2015
ETA-0 5 / 0 1 6 9 with validity from 01/09/2010 to 31/08/2015
Translations of this European Technical Assessment in other languages shall fully correspond to the original issued document and should be identified as
such. Communication of this European Technical Assessment, including transmission by electronic means, shall be in full. However, partial reproduction
may be made, with the written consent of the issuing Technical Assessment Body. Any partial reproduction has to be identified as such.
European Technical Assessment ETA-0 5 / 0 1 6 9 169
English translation prepared by CSTB
Page 2 of 12 | 2 9 / 0 1 / 2 0 1 5
Specific Part
1
Technical description of the product
The Friulsider FM744 anchor in the range of M6 to M12 is an anchor made of galvanised steel
which is placed into a drilled hole and anchored by torque-controlled expansion.
The illustration and the description of the product are given in Annexes A.
2
Specification of the intended use
The performances given in Section 3 are only valid if the anchor is used in compliance with the
specifications and conditions given in Annexes B.
The provisions made in this European technical assessment are based on an assumed working
life of the anchor of 50 years. The indications given on the working life cannot be interpreted as a
guarantee given by the producer, but are to be regarded only as a means for choosing the right
products in relation to the expected economically reasonable working life of the works.
3
3.1
3.2
3.3
Performance of the product
Mechanical resistance and stability (BWR 1)
Essential characteristic
Performance
Characteristic tension resistance acc. ETAG001, Annex C
See Annex C1
Characteristic shear resistance acc. ETAG001, Annex C
See Annex C2
Characteristic tension resistance acc. CEN/TS 1992-4
See Annex C3
Characteristic shear resistance acc. CEN/TS 1992-4
See Annex C4
Displacements
See Annex C5
Safety in case of fire (BWR 2)
Essential characteristic
Performance
Reaction to fire
Anchorages satisfy
requirements for Class A1
Hygiene, health and the environment (BWR 3)
Regarding dangerous substances contained in this European technical approval, there may be
requirements applicable to the products falling within its scope (e.g. transposed European
legislation and national laws, regulations and administrative provisions). In order to meet the
provisions of the Construction Products Directive, these requirements need also to be complied
with, when and where they apply.
3.4
Safety in use (BWR 4)
For Basic requirement Safety in use the same criteria are valid as for Basic Requirement
Mechanical resistance and stability.
3.5
Protection against noise (BWR 5)
Not relevant.
3.6
Energy economy and heat retention (BWR 6)
Not relevant.
European Technical Assessment ETA-0 5 / 0 1 6 9 169
English translation prepared by CSTB
3.7
Page 3 of 12 | 2 9 / 0 1 / 2 0 1 5
Sustainable use of natural resources ( (BWR 7)
For the sustainable use of natural resources no performance was determined for this product.
3.8
General aspects relating to fitness for use
Durability and Serviceability are only ensured if the specifications of intended use according to
Annex B1 are kept.
4
Assessment and verification of constancy of performance (AVCP)
1
According to the Decision 96/582/EC of the European Commission , as amended, the system of
assessment and verification of constancy of performance (see Annex V to Regulation (EU)
No 305/2011) given in the following table apply.
5
Product
Intended use
Metal anchors for use
in concrete.
For fixing and/or supporting to
concrete, structural elements (which
contributes to the stability of the
works) or heavy units.
Level or class
―
System
1
Technical details necessary for the implementation of the AVCP system
Technical details necessary for the implementation of the Assessment and verification of
constancy of performance (AVCP) system are laid down in the control plan deposited at Centre
Scientifique et Technique du Bâtiment.
The manufacturer shall, on the basis of a contract, involve a notified body approved in the field of
anchors for issuing the certificate of conformity CE based on the control plan.
The original French version is signed by
Charles Baloche
Technical Director
1
Official Journal of the European Communities L 254 of 08.10.1996
European Technical Assessment ETA-0 5 / 0 1 6 9 9
English translation prepared by CSTB
Page 4 of 12 | 2 9 / 0 1 / 2 0 1 5 5
Schemas of the assembled anchor and of the anchor in use:
1.
2.
3.
4.
Screw
Washer
Cone
Expansion sleeve
Marking
hef : effective embedment depth
hnom : embedment depth
h1 : drilling hole depth
tfix : fixture thickness
FM744 torque-controlled expansion anchor
Product description
Assembled and in-use anchor
Annex A1
European Technical Assessment ETA-0 5 / 0 1 6 9 9
English translation prepared by CSTB
Page 5 of 12 | 2 9 / 0 1 / 2 0 1 5 5
Assembled anchor: bolt and expansion sleeve
Table 1: Dimensions
Anchor type /
marking
hnom
d
D
H
[mm]
[mm]
[mm]
[mm]
FM744 Ø10 M6
40
6
10
FM744 Ø14 M8
50
8
FM744 Ø16 M10
60
FM744 Ø20 M12
80
tw
Lscrew
9,5
1,6
50
14
13,5
1,6
60
10
16
14,5
2
80
12
20
18,5
2,5
90
hnom = overall anchor embedment depth in the concrete
d = diameter of the threaded part of the screw
D = external diameter of the expansion sleeve
H = length of the cone
tw = thickness of the washer
Lscrew = length of the screw
The marking is made on the sleeve.
Table 2: Materials
Part Designation
Material
1
Screw
Grade 8.8 ISO 898/1
2
Washer
DIN 125/1
3
Cone
Cold formed Medium carbon steel
4
Expansion sleeve
Cold formed Low carbon steel
Protection
Galvanised ( 5 m)
FM744 torque-controlled expansion anchor
Product description
Parts, materials and marking
Annex A2
European Technical Assessment ETA-0 5 / 0 1 6 9 9
English translation prepared by CSTB
Page 6 of 12 | 2 9 / 0 1 / 2 0 1 5 5
Specifications of intended use
Anchorages subject to:
 Static and quasi-static loads.
Base materials:
 Non-cracked concrete.
 Reinforced or unreinforced normal weight concrete of strength classes C20/25 at least to
C50/60 at most according to EN 206: 2000-12.
Use conditions (Environmental conditions):
 Structures subject to dry indoor conditions, indoor with temporary condensation.
Design:
 The anchorages are designed in accordance with the ETAG001 Annex C “Design Method
for Anchorages” or CEN/TS 1992-4-4 " Design of fastenings for use in concrete” under the
responsibility of an engineer experienced in anchorages and concrete work.
 Verifiable calculation notes and drawings are prepared taking account of the loads to be
anchored. The position of the anchor is indicated on the design drawings.
Installation:
 Anchor installation carried out by appropriately qualified personnel and under the
supervision of the person responsible for technical matters of the site.
 Use of the anchor only as supplied by the manufacturer without exchanging the
components of an anchor.
 Anchor installation in accordance with the manufacturer’s specifications and drawings and
using the appropriate tools.
 Effective anchorage depth, edge distances and spacing not less than the specified values
without minus tolerances.
 Hole drilling by hammer drill.
 Cleaning of the hole of drilling dust.
 Application of specified torque moment using a calibrated torque wrench.
 In case of aborted hole, drilling of new hole at a minimum distance of twice the depth of
the aborted hole, or smaller distance provided the aborted drill hole is filled with high
strength mortar and no shear or oblique tension loads in the direction of aborted hole.
FM744 torque-controlled expansion anchor
Intended Use
Specifications
Annex B1
European Technical Assessment ETA-0 5 / 0 1 6 9 9
English translation prepared by CSTB
Page 7 of 12 | 2 9 / 0 1 / 2 0 1 5 5
Table 3: Installation data
concrete
member
thickness
clearance
hole
diameter
minimum
spacing
minimum
edge
distance
hef
dcut
h1
tfix (*)
Tinst
hmin
df
smin
cmin
[mm]
[mm]
[mm]
[mm]
[Nm]
[mm]
[mm]
[mm]
[mm]
M6
setting
torque
FM744
Ø10 M6
33.5
10
55
12
6
100
8
35
35
M8
fixture
thickness
FM744
Ø14 M8
41.0
14
65
15
15
100
10
40
40
M10
drill hole depth of
diameter drill hole
FM744
Ø16 M10
50.0
16
75
20
30
100
12
50
50
M12
Marking
of the
anchor
embedment
depth
FM744
Ø20 M12
66.5
20
95
15
50
135
14
70
70
(*) : tfix value refers to standard screw 8.8 delivered with the expansion sleeve. The thickness of the fixture can vary by
using different lengths of screws from same grade and same coating.
FM744 torque-controlled expansion anchor
Intended Use
Installation parameters
Annex B2
European Technical Assessment ETA-0 5 / 0 1 6 9 9
English translation prepared by CSTB
Page 8 of 12 | 2 9 / 0 1 / 2 0 1 5 5
Table 4: Characteristic values for tension loads in case of static and quasi static loading
for design method A acc. ETAG001, Annex C
M6
*
M8
M10
M12
29,3
46,4
67,4
Steel failure
Characteristic resistance
NRk,s
[kN]
Partial safety factor
Ms1)
[-]
Characteristic resistance
in non-cracked concrete C20/25
N0Rk,p
[kN]
Partial safety factor
for non-cracked concrete
Mp1)
[-]
1,52)
[-]
1,22
[-]
1,41
[-]
1,55
16,1
1,50
Pullout failure NRk,p = c x N0Rk,p
C30/37
Increasing factor
for NRK in concrete
c
C40/50
C50/60
6*
12
-*
-*
Concrete cone failure and splitting failure
Effective embedment depth
Partial safety factor
for non-cracked concrete
[mm]
Mc = Msp1)
[-]
1,52)
[-]
1,22
[-]
1,41
[-]
1,55
C30/37
Increasing factor
for NRK in concrete
c
C40/50
C50/60
Char. spacing
Char. edge distance
*
hef
33,5
41
scr,N
[mm]
101
123
150
200
splitting
scr,sp
[mm]
200
250
300
400
concrete cone
ccr,N
[mm]
50
62
75
100
splitting
ccr,sp
[mm]
100
125
150
200
-* pull-out failure is not a decisive failure mode for size M10 and M12.
2)
66,5
concrete cone
* Use restricted to anchoring of structural components statically indeterminated
1)
50
In absence of other national regulations
The value contains an installation safety factor
2 = 1.0
FM744 torque-controlled expansion anchor
Annex C1
Design according to ETAG001, Annex C
Characteristic resistance under tension loads
European Technical Assessment ETA-0 5 / 0 1 6 9 9
English translation prepared by CSTB
Page 9 of 12 | 2 9 / 0 1 / 2 0 1 5 5
Table 5: Characteristic values for shear loads in case of static and quasi static loading
for design method A acc. ETAG001, Annex C
M6
*
M8
M10
M12
14,6
21,5
32,0
60
105
1,0
2,0
50
67
16
20
Steel failure without lever arm
Characteristic resistance
VRk,s
[kN]
Partial safety factor
Ms1)
[-]
M0Rk,s
[Nm]
Ms1)
[-]
k
[-]
Mc1)
[-]
lf
[mm]
34
41
Outside diameter of anchor
dnom
[mm]
10
14
Partial safety factor
Mc
7,4
1,25
Steel failure with lever arm
Characteristic bending resistance
Partial safety factor
12
30
1,25
Concrete pry-out failure
Factor in equation (5.6)
of ETAG001, Annex C, § 5.2.3.3
Partial safety factor
1,0
1,0
1,52)
Concrete edge failure
Effective length of anchor under
shear loading
1)
2)
1)
In absence of other national regulations
The value contains an installation safety factor
[-]
1,5
2)
2 = 1.0
FM744 torque-controlled expansion anchor
Annex C2
Design according to ETAG001, Annex C
Characteristic resistance under shear loads
European Technical Assessment ETA-0 5 / 0 1 6 9 9
English translation prepared by CSTB
Page 10 of 12 | 2 9 / 0 1 / 2 0 1 5 5
Table 6: Characteristic values for tension loads in case of static and quasi static loading
for design method A acc. CEN/TS 1992-4
M6
*
M8
M10
M12
29,3
46,4
67,4
Steel failure
Characteristic resistance
NRk,s
[kN]
Partial safety factor
Ms1)
[-]
Characteristic resistance
in non-cracked concrete C20/25
N0Rk,p
[kN]
Partial safety factor
for non-cracked concrete
Mp1)
[-]
1,52)
[-]
1,22
[-]
1,41
[-]
1,55
16,1
1,59
Pullout failure NRk,p = c x N0Rk,p
C30/37
Increasing factor
for NRK in concrete
c
C40/50
C50/60
6*
12
-*
-*
Concrete cone failure and splitting failure
*
Effective embedment depth
hef
[mm]
Factor for non-cracked concrete
kucr
[-]
10,1
Mc=Msp1)
[-]
1,52)
[-]
1,22
[-]
1,41
[-]
1,55
Partial safety factor
for non-cracked concrete
C30/37
Increasing factor
for NRK in concrete
c
C40/50
C50/60
Char. spacing
Char. edge distance
33,5
41
scr,N
[mm]
101
123
150
200
splitting
scr,sp
[mm]
200
250
300
400
concrete cone
ccr,N
[mm]
50
62
75
100
splitting
ccr,sp
[mm]
100
125
150
200
-* pull-out failure is not a decisive failure mode for size M10 and M12.
2)
66,5
concrete cone
* Use restricted to anchoring of structural components statically indeterminated
1)
50
In absence of other national regulations
The value contains an installation safety factor
2 = 1.0
FM744 torque-controlled expansion anchor
Annex C3
Design according to CEN/TS 1992-4
Characteristic resistance under tension loads
European Technical Assessment ETA-0 5 / 0 1 6 9 9
English translation prepared by CSTB
Table 7:
Page 11 of 12 | 2 9 / 0 1 / 2 0 1 5 5
Characteristic values for shear loads in case of static and quasi static loading
for design method A acc. CEN/TS 1992-4
M6
M8
M10
M12
7,4
14,6
21,5
32,0
60
105
1,0
2,0
43
62
16
20
Steel failure without lever arm
Characteristic resistance
Factor considering ductility
Partial safety factor
VRk,s
[kN]
k2
[-]
0,8
Ms1)
[-]
1,25
M0Rk,s
[Nm]
Steel failure with lever arm
Characteristic bending resistance
Partial safety factor
Ms
1)
12
30
[-]
1,25
Concrete pry-out failure
Factor in equation (16) of
CEN TS 1992-4-4, § 6.2.2.3
k3
[-]
Mc1)
[-]
lf
[mm]
40
36
Outside diameter of anchor
dnom
[mm]
10
14
Partial safety factor
Mc
Partial safety factor
1,0
1,0
1,52)
Concrete edge failure
Effective length of anchor under
shear loading
1)
2)
1)
In absence of other national regulations
The value contains an installation safety factor
[-]
1,5
2)
2 = 1.0
FM744 torque-controlled expansion anchor
Annex C4
Design according to CEN/TS 1992-4
Characteristic resistance under shear loads
European Technical Assessment ETA-0 5 / 0 1 6 9 9
English translation prepared by CSTB
Page 12 of 12 | 2 9 / 0 1 / 2 0 1 5 5
Table 8: Displacements under tension loading
M8
M10
M12
M16
[kN]
2,9
5,7
8,5
13,0
N0
[mm]
0,5
0,6
0,8
1,2
N∞
[mm]
0,6
0,6
0,8
1,2
M8
M10
M12
M16
[kN]
4,4
8,9
13,1
20,2
N0
[mm]
0,7
1,0
1,4
2,1
N∞
[mm]
0,7
1,0
1,4
2,1
M8
M10
M12
M16
[kN]
4,2
8,3
12,3
18,3
V0
[mm]
2,5
3,3
2,9
3,5
V∞
[mm]
3,75
(+0,7)
4,95
(+1,2)
4,35
(+1,2)
5,25
(+1,2)
Tension load in non-cracked
concrete C20/25
Displacement
Tension load in non-cracked
concrete C50/60
Displacement
Table 9: Displacements under shear loading
Shear load in non-cracked
concrete C20/25 to C50/60
Displacement
* Displacement :
the table shows the deformation to be expected from the anchor itself, whilst the bracket value indicates the
movement between the anchor body and the hole drilled in the concrete member or the hole in the fixture.
Additional displacement due to annular gap between anchor and fixture is to be taken into account.
FM744 torque-controlled expansion anchor
Annex C5
Design
Displacements
Friulsider SpA DoP_fm744_rev.01
Declaration of Performance
FM 744
via Trieste, 1 San Giovanni al Natisone
(UD) Italy - ph. +39 0432 747911
www.friulsider.com - info@friulsider.com
Anchor heavy 4 sectors made of zinc plated steel
Intended use or uses of the construction product according to ETAG 001 p.1 and 2
Generic type
Ba s e material
Ma teri al
Dura bility
Loa ding
Fi re Resistance
Fi re Reaction
Torque controlled expansion a nchor sleeve type
Un-cra cked concrete C20/25 to C50/60 a cc. to EN 206-1
Steel zinc coated a cc. to EN ISO 4042 (bolt cl. 8.8 a cc. to EN ISO 898-1)
Internal dry conditions
Sta ti c a nd quasi-static
NPD
A1 a ccording to EN 13501-1
ETA-05/0169 i s sued by
On the ba sis of
Certi fi cate of Conformity 0679-CPD-0112 i ssued by
Under Sys tem (AVCP)
CSTB a pproval body nr.0679
ETAG001 p.1-2
CSTB noti fy body nr.0679
1
Declared performances according to ETA-05/0169 (ETAG 001 p.1 and 2)
Design method ETAG001 Annex C
ESSENTIAL CHARACTERISTICS
PERFORMANCE
Installation parameters
d0
Nominal diameter of drill bit
Minimum installation depth
hnom
Effective anchorage depth
hef
hmin
Minimum thickness of the concrete member
Tinst
Nominal torque moment
smin
Minimum spacing
cmin
Minimum edge distance
Tension Steel failure mode
Tension Steel characteristic failure
(cl. 8.8)
NRk,s
Partial safety factor for tension steel failure
 m,sN 1)
Pull-out failure mode
Tension characteristic load in un-cracked concrete C20/25
NRk,p,ucr
Partial safety factor
2
Partial safety factor
 m,c 1)
Critical spacing
scr,N
ccr,N
Critical edge distance
Increasing factor for concrete C30/37
 c C30/37
Increasing factor for concrete C40/50
 c C40/50
Increasing factor for concrete C50/60
 c C50/60
Splitting failure mode
scr,sp
Critical spacing (splitting)
ccr,sp
Critical edge distance(splitting)
Partial safety factor
 m,c 1)
Displacement on Tension Load
Service tension load in un-cracked concrete
Nucr
Short term displacement under tension load
N0,ucr
Long term displacement under tension load
N∞,ucr
Shear Steel failure mode
VRk,s
Shear Steel characteristic failure
(cl. 8.8)
Bending Moment characteristic failure
(cl. 8.8)
M0Rk,s
Partial safety factor for shear steel failure
 m,sV 1)
Shear Concrete Pry-out and and Edge failure mode
k
Factor equation (5.6) of ETAG, Annex C, § 5.2.3.3
Effective anchorage length
lef
Nominal diameter of anchor
dnom
Partial safety factor ( m,c=m,pr)
 m 1)
Displacement on Shear Load
Service shear load in concrete
(cl. 8.8)
V
Short term displacement under shear load
V0
Long term displacement under shear load
V∞
1)
In absence of other national regulations;
According to CPR 305/2011/EU
2)
2)
M6
10
40
34 2)
100
6
35
35
M8
14
50
41
100
15
40
40
[kN]
[-]
16
29
[kN]
[-]
[-]
[mm]
[mm]
[-]
[-]
[-]
6
[mm]
[mm]
[mm]
[mm]
[Nm]
[mm]
[mm]
M10
16
60
50
100
30
50
50
M12
20
80
67
135
50
70
70
46
67
1,5
2)
12
17,8
3)
27,3
3)
1,0
1,5
100
50
125
62
1,22
1,41
1,55
150
75
200
100
[mm]
[mm]
[-]
200
100
250
125
300
150
400
200
[kN]
[mm]
[mm]
2,9
0,5
0,6
M8
7,4
12
8,5
0,8
0,8
M12
21,5
60
13,0
1,2
1,2
M16
32,0
105
50
16
2,0
67
20
12,3
2,9
5,6
18,3
3,5
6,8
[kN]
[Nm]
[-]
1,5
[-]
[mm]
[mm]
34
10
5,7
0,6
0,6
M10
14,6
30
1,25
1,0
41
14
1,5
[-]
[kN]
[mm]
[mm]
4,2
2,5
4,5
8,3
3,3
6,4
Use restricted to anchoring of structural components statically indeterminated; 3) Pull-out failure not decisive.
pg.1/2
Friulsider SpA DoP_fm744_rev.01
We i nform you that Friulsider is classified i n the EC 1907/2006 Rea ch Directive as a Downstream -user of s ubstances.
The product s upplied does not contain s ubstances classified as SVHC according to the Ca ndidate Li st in a concentration equal or greater than
0.1% (wei ght / weight). Arti cle 31 i s not a pplicable to the present product.
The a bove performances a pply for the following a rticle numbers:
d 4)
M6
M8
M10
M12
L5)
[mm]
40
50
60
80
tfix6)
[mm]
Ma rki ng
FM-744
FM-744
FM-744
FM-744
*
*
*
*
M6 10
M8 14
M10 16
M12 20
Cod.
(only anchor)
74400b10040
74400b14050
74400b16060
74400b20080
* t fix = L screw8.8 – L
d 4)
M6
M8
M10
M12
4)
L5)
[mm]
40
50
60
80
tfix6)
[mm]
12
15
20
15
Nominal diameter of thread;
Ma rki ng
FM-744
FM-744
FM-744
FM-744
5)
M6 10
M8 14
M10 16
M12 20
Cod.
74411b10040
74411b14050
74411b16060
74411b20080
Length of anchor; 6) Thickness fixture max of screw in use.
The performances of the product identified by the above i dentification code a re in conformity with the declared performance.
Thi s declaration of performance is i ssued under the sole responsibility of Friulsider SpA.
Si gned for a nd behalf of the manufacturer by:
Name and functions
Place and date of issue
Eng.Vittorio Pilla
General Director
San Giovanni al Natisone, 09-10-2013
According to CPR 305/2011/EU
Signature
pg.2/2