SIST EN 14399-7:2018

High-strength structural bolting assemblies for preloading - Part 7: System HR - Countersunk head bolt and nut assemblies

This draft European Standard specifies, together with EN 14399-1 and EN 14399-2, the requirements for assemblies of high-strength structural countersunk bolts and nuts of system HR suitable for preloaded joints with thread sizes M12 to M36 and property classes 8.8/8 or 8.8/10 and 10.9/10.
Bolting assemblies in accordance with this document have been designed to allow preloading of at least 0,7 fub × As according to EN 1993-1-8 (Eurocode 3) and to obtain ductility predominantly by plastic elongation of the bolt. For this purpose the components have the following characteristics:
-   regular nut height according to (style 1) see EN ISO 4032;
-   thread length of the bolt according to ISO 888.
Bolting assemblies in accordance with this document include washers according to EN 14399-6 or to EN 14399-5.
NOTE   Attention is drawn to the importance of ensuring that bolting assemblies are correctly used if satisfactory results are to be obtained. For recommendations concerning proper application, reference to EN 1090-2 is made.
General requirements and requirements for suitability for preloading are specified in EN 14399-2.
Clamp lengths and grip lengths for the bolting assemblies are specified in the normative Annex A.

Hochfeste vorspannbare Garnituren für Schraubverbindungen im Metallbau - Teil 7: System HR - Garnituren aus Senkschrauben und Muttern

Dieser Europäische Norm-Entwurf legt zusammen mit EN 14399-1 und EN 14399-2 die Anforderungen für Garnituren aus hochfesten Senkschrauben und Muttern des Systems HR, die für vorspannbare Schraubenverbindungen geeignet sind, mit Gewindegrößen M12 bis M36, Schraubenfestigkeitsklassen 8.8/8 oder 8.8/10 und 10.9/10 fest.
Die Schraubengarnituren nach diesem Dokument wurden so gestaltet, dass sie ein Vorspannen auf mindestens 0,7 fub × As ) in Übereinstimmung mit EN 1993-1-8 (Eurocode 3) erlauben, und dass sie ihre Duktilität vorwiegend durch plastische Dehnung der Schraube erreichen. Zu diesem Zweck weisen die Komponenten folgende Merkmale auf:
-   normale Mutterhöhe entsprechend Typ 1, siehe EN ISO 4032;
-   Gewindelänge der Schraube nach ISO 888.
Die Schraubengarnituren nach diesem Dokument umfassen Scheiben nach EN 14399-6 oder EN 14399-5.
ANMERKUNG   Es wird darauf hingewiesen, dass zum Zwecke zufriedenstellender Ergebnisse sicherzustellen ist, dass die Garnituren für Schraubverbindungen sachgerecht eingesetzt werden. Für Empfehlungen zur richtigen Anwendung wird auf EN 1090-2 verwiesen.
Allgemeine Anforderungen und Anforderungen bezüglich der Eignung zum Vorspannen sind in EN 14399-2 festgelegt.
Klemmlängen und Paketdicken für Schraubengarnituren sind im normativen Anhang A festgelegt.

Boulonnerie de construction métallique à haute résistance apte à la précontrainte - Partie 7 : Système HR - Boulons à tête fraisée (vis + écrou)

Le présent projet de Norme européenne, avec l’EN 14399-1 et l’EN 14399-2, spécifie les exigences applicables aux boulons à tête fraisée de construction métallique à haute résistance du système HR (vis + écrou), de diamètre de filetage de M12 à M36 et de classes de qualité 8.8/8 ou 8.8/10 et 10.9/10, destinés à être utilisés dans les assemblages précontraints.
Les boulons (vis + écrou) conformes au présent document ont été conçus de manière à permettre une précontrainte d’au moins 0,7 fub x As  ) conformément à l’EN 1993-1-8 (Eurocode 3) et à obtenir la ductilité principalement par allongement plastique de la vis. Pour ce faire, les composants doivent avoir les caractéristiques suivantes :
-   hauteur d’écrou normal (style 1), voir EN ISO 4032 ;
-   longueur filetée de la vis conforme à l’ISO 888.
Les boulons (vis + écrou) conformes au présent document comportent des rondelles conformes à l’EN 14399-6 ou à l’EN 14399-5.
NOTE   L’attention est attirée sur l’importance de veiller à ce que les boulons soient correctement utilisés si des résultats satisfaisants doivent être obtenus. Pour des recommandations relatives à une application adéquate, référence à la norme EN 1090-2 est faite.
Les exigences générales et les exigences pour l’aptitude à l’emploi sont spécifiées dans sont spécifiées dans l’EN 14399-2.
Les longueurs de serrage des boulons (vis+écrou+rondelles(s)) et les épaisseurs serrées sont données dans l’Annexe A normative.

Visokotrdnostne strukturne vijačne zveze za prednapetje - 7. del: Sistem HR - Zveze vijaka z vgrezno glavo in matice

Ta osnutek evropskega standarda skupaj s standardoma EN 14399-1 in EN 14399-2 določa zahteve za zveze visokotrdnostnih strukturnih vijakov z vgrezno glavo in matic sistema HR, ki so primerne za prednapetja z velikostmi navojev od M12 do M36 ter razredi trdnosti 8,8/8, 8,8/10 in 10,9/10.
Vijačne zveze, skladne s tem dokumentom, so bile zasnovane za prednapetje vsaj 0,7 fub × As v skladu s standardom EN 1993-1-8 (Evrokod 3) in ohranjanje duktilnosti predvsem s plastičnim podaljšanjem vijaka. Za ta namen imajo sestavni deli naslednji značilnosti:
– običajno višino matice v skladu s standardom EN ISO 4032 (tip 1);
– dolžino navoja vijaka v skladu s standardom ISO 888.
Vijačne zveze, skladne s tem dokumentom, vključujejo podložke v skladu s standardom EN 14399-6 ali EN 14399-5.
OPOMBA: Za doseganje zadovoljivih rezultatov je treba opozoriti na pomembnost zagotavljanja pravilne uporabe vijačnih zvez. Za priporočila glede pravilne uporabe je omenjen standard EN 1090-2.
Splošne zahteve in zahteve za primernost za prednapetje so določene v standardu EN 14399-2.
Dolžine objemk in dolžine oprijema za vijačne zveze so določene v normativnem dodatku A.

General Information

• Status: Published
• Public Enquiry End Date: 29-Feb-2016
• Publication Date: 04-Sep-2018
• ICS: 21.060.10 - Bolts, screws, studs
• ICS: 21.060.20 - Nuts
• Technical Committee: ISEL - Mechanical elements
• Current Stage: 6060 - National Implementation/Publication (Adopted Project)
• Start Date: 03-Aug-2018
• Due Date: 08-Oct-2018
• Completion Date: 05-Sep-2018
• Directive: 89/106/EEC - Construction products
• Ref Project: EN 14399-7:2018 - High-strength structural bolting assemblies for preloading - Part 7: System HR - Countersunk head bolt and nut assemblies

Relations

• Revised: SIST EN 14399-7:2008 - High-strength structural bolting assemblies for preloading - Part 7: System HR - Countersunk head bolt and nut assemblies
• Effective Date: 01-Feb-2016
• Replaces: SIST EN 14399-7:2008 - High-strength structural bolting assemblies for preloading - Part 7: System HR - Countersunk head bolt and nut assemblies
• Effective Date: 01-Aug-2018

Standards Content (Sample)

SLOVENSKI STANDARD
SIST EN 14399-7:2018
01-oktober-2018
1DGRPHãþD
SIST EN 14399-7:2008
9LVRNRWUGQRVWQHVWUXNWXUQHYLMDþQH]YH]H]DSUHGQDSHWMHGHO6LVWHP+5
=YH]HYLMDND]YJUH]QRJODYRLQPDWLFH
High-strength structural bolting assemblies for preloading - Part 7: System HR -
Countersunk head bolt and nut assemblies
Hochfeste vorspannbare Garnituren für Schraubverbindungen im Metallbau - Teil 7:
System HR - Garnituren aus Senkschrauben und Muttern
Boulonnerie de construction métallique à haute résistance apte à la précontrainte - Partie
7 : Système HR - Boulons à tête fraisée (vis + écrou)
Ta slovenski standard je istoveten z: EN 14399-7:2018
ICS:
21.060.10 Sorniki, vijaki, stebelni vijaki Bolts, screws, studs
21.060.20 Matice Nuts
SIST EN 14399-7:2018 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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SIST EN 14399-7:2018

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SIST EN 14399-7:2018


EN 14399-7
EUROPEAN STANDARD

NORME EUROPÉENNE

July 2018
EUROPÄISCHE NORM
ICS 21.060.01 Supersedes EN 14399-7:2007
English Version

High-strength structural bolting assemblies for preloading
- Part 7: System HR - Countersunk head bolt and nut
assemblies
Boulonnerie de construction métallique à haute Hochfeste vorspannbare Garnituren für
résistance apte à la précontrainte - Partie 7 : Système Schraubverbindungen im Metallbau - Teil 7: System HR
HR - Boulons à tête fraisée (vis + écrou) - Garnituren aus Senkschrauben und Muttern
This European Standard was approved by CEN on 15 October 2017.

CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this
European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references
concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN
member.

This European Standard exists in three official versions (English, French, German). A version in any other language made by
translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management
Centre has the same status as the official versions.

CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania,
Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland,
Turkey and United Kingdom.





EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION

EUROPÄISCHES KOMITEE FÜR NORMUNG

CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2018 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 14399-7:2018 E
worldwide for CEN national Members.

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SIST EN 14399-7:2018
EN 14399-7:2018 (E)
Contents Page
European foreword . 3
Introduction . 4
1 Scope . 6
2 Normative references . 6
3 Bolts . 7
3.1 Dimensions of bolts . 7
3.2 Specification for bolts and reference standard . 11
3.3 Marking of bolts . 11
4 Nuts . 12
4.1 Dimensions of nuts . 12
4.2 Specification for nuts and reference standards . 14
4.3 Proof load values of nuts . 15
4.4 Decarburisation of the nut thread . 15
4.5 Marking of nuts . 16
5 Designation of the bolt/nut assemblies . 16
6 Associated washers . 16
7 Functional characteristics of the bolt/nut/washer assembly . 17
7.1 General . 17
7.2 Maximum individual value of the bolt force during fitness for purpose test (F ) . 18
bi max
7.3 Values of angle Δθ . 18
1
7.4 Values of angle Δθ . 19
2
7.5 Individual values of the k-factor (k ), mean value of the k-factor (k ) and coefficient
i m
of variation of the k-factor (V ) . 19
k
7.5.1 Individual values of the k-factor (k ) for k-class K1 . 19
i
7.5.2 Mean value of the k-factor (k ) and coefficient of variation of the k-factor (V ) for k-
m k
class K2 . 19
Annex A (normative) Clamp lengths and grip lengths . 21
A.1 Clamp lengths for countersunk head bolting assemblies . 21
A.2 Grip lengths for countersunk head bolting assemblies . 24
Bibliography . 27

2

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SIST EN 14399-7:2018
EN 14399-7:2018 (E)
European foreword
This document (EN 14399-7:2018) has been prepared by Technical Committee CEN/TC 185
“Fasteners”, the secretariat of which is held by BSI.
This European Standard shall be given the status of a national standard, either by publication of an
identical text or by endorsement, at the latest by January 2019 and conflicting national standards shall
be withdrawn at the latest by January 2019.
Attention is drawn to the possibility that some of the elements of this document may be the subject of
patent rights. CEN shall not be held responsible for identifying any or all such patent rights.
This document supersedes EN 14399-7:2007.
In comparison with EN 14399-7:2007, the following modifications have been made:
— Table 1 containing the overview of the composition of bolting assemblies and component marking
has been revised;
, was changed from 0,10 to 0,06;
— the coefficient of variation of the k-factor, Vk
— specifications for the designation of the bolting assemblies have been revised;
— Annex A with detailed specifications on clamp lengths and grip lengths has been added.
EN 14399 consists of the following parts, under the general title High-strength structural bolting
assemblies for preloading:
— Part 1: General requirements
— Part 2: Suitability for preloading
— Part 3: System HR — Hexagon bolt and nut assemblies
— Part 4: System HV — Hexagon bolt and nut assemblies
— Part 5: Plain washers
— Part 6: Plain chamfered washers
— Part 7: System HR — Countersunk head bolt and nut assemblies
— Part 8: System HV — Hexagon fit bolt and nut assemblies
— Part 9: System HR or HV — Direct tension indicators for bolt and nut assemblies
— Part 10: System HRC — Bolt and nut assemblies with calibrated preload
According to the CEN-CENELEC Internal Regulations, the national standards organizations of the
following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria,
Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia,
France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta,
Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland,
Turkey and the United Kingdom.
3

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SIST EN 14399-7:2018
EN 14399-7:2018 (E)
Introduction
This document on structural bolting reflects the situation in Europe where two technical solutions exist
to achieve the necessary ductility of bolt/nut/washer(s) assemblies. These solutions consist of two
different types (HR and HV) of bolt/nut/washer assemblies, see Table 1. Both types are well proven and
it is the responsibility of the experts using structural bolting whether they use the one or the other type.
It is, however, important for the performance of the assembly to avoid mixing up the components of
both types. Therefore, bolts and nuts for both types are standardized in one single part of this draft
European Standard each and the marking of the components of the bolting assemblies is uniform.
Preloaded bolted assemblies are very sensitive to differences in manufacture and lubrication.
Therefore, it is important that the bolting assemblies are supplied by one manufacturer, who is always
responsible for the functionality of the bolting assemblies as supplied.
For the same reason it is important that the coating of the bolting assemblies is under the control of one
manufacturer.
Beside the mechanical properties of the components, the functionality of the bolting assemblies
requires that the specified preload can be achieved if the bolting assemblies are tightened with a
suitable procedure. For this purpose, a test method for the suitability of the bolting assemblies for
preloading was created, which will demonstrate whether the functionality of the bolting assemblies is
fulfilled.
4

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SIST EN 14399-7:2018
EN 14399-7:2018 (E)
Table 1 — Composition of high-strength structural bolting assemblies and component marking
Type of bolting assembly System HR System HV System HRC
General requirements EN 14399-1
Suitability for preloading EN 14399-2 and, if any, additional testing specified in the product standard
Bolt and nut
EN 14399-3 EN 14399-7 EN 14399-4 EN 14399-8 EN 14399-10
Bolt HR8.8 HR10.9 HR8.8 HR10.9 HV10.9 HVP10.9 HRC10.9
HR8 HR8
Nut or HR10 or HR10 HV10 HV10 HR10 HRD10
HR10 HR10
a
EN 14399-5
a
Washer(s) EN 14399-5 or EN 14399-6 EN 14399-6
or EN 14399-6
b
H or HR
b b b
Marking H or HR H or HV H or HR
c
or HD
Direct tension indicator
and nut face washer or EN 14399-9
bolt face washer, if any
Direct tension
H8 H10 H8 H10 H10
indicator
Not applicable
Nut face washer HN HN
bolt face washer HB Not applicable HB
a
EN 14399-5 can only be used under the nut.
b
At the choice of the manufacturer.
c
Mandatory mark for washers with enlarged outer diameter according to EN 14399-5 only.

5
Marking
Marking

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SIST EN 14399-7:2018
EN 14399-7:2018 (E)
1 Scope
This European Standard specifies, together with EN 14399-1 and EN 14399-2, the requirements for
assemblies of high-strength structural countersunk bolts and nuts of system HR suitable for preloaded
joints with thread sizes M12 to M36 and property classes 8.8/8 or 8.8/10 and 10.9/10.
Bolting assemblies in accordance with this document have been designed to allow preloading of at least
1)
0,7 f × A according to EN 1993-1-8 (Eurocode 3) and to obtain ductility predominantly by plastic
ub s
elongation of the bolt. For this purpose the components have the following characteristics:
— regular nut height according to style 1, see EN ISO 4032;
— thread length of the bolt according to ISO 888.
Bolting assemblies in accordance with this document include washers according to EN 14399-6 or to
EN 14399-5.
NOTE Attention is drawn to the importance of ensuring that bolting assemblies are correctly used if
satisfactory results are to be obtained. For recommendations concerning proper application, reference to
EN 1090-2 is made.
General requirements and requirements for suitability for preloading are specified in EN 14399-2.
Clamp lengths and grip lengths for the bolting assemblies are specified in the normative Annex A.
2 Normative references
The following documents, in whole or in part, are normatively referenced in this document and are
indispensable for its application. For dated references, only the edition cited applies. For undated
references, the latest edition of the referenced document (including any amendments) applies.
EN 14399-1, High-strength structural bolting assemblies for preloading - Part 1: General requirements
EN 14399-2, High-strength structural bolting assemblies for preloading - Part 2: Suitability for preloading
EN 14399-5, High-strength structural bolting assemblies for preloading - Part 5: Plain washers
EN 14399-6, High-strength structural bolting assemblies for preloading - Part 6: Plain chamfered washers
EN 14399-9, High-strength structural bolting assemblies for preloading - Part 9: System HR or HV - Direct
tension indicators for bolt and nut assemblies
EN 26157-1, Fasteners - Surface discontinuities - Part 1: Bolts, screws and studs for general requirements
(ISO 6157-1)
EN ISO 898-1, Mechanical properties of fasteners made of carbon steel and alloy steel - Part 1: Bolts,
screws and studs with specified property classes - Coarse thread and fine pitch thread (ISO 898-1)
EN ISO 898-2, Mechanical properties of fasteners made of carbon steel and alloy steel - Part 2: Nuts with
specified property classes - Coarse thread and fine pitch thread (ISO 898-2)
EN ISO 3269, Fasteners - Acceptance inspection (ISO 3269)
EN ISO 4759-1, Tolerances for fasteners - Part 1: Bolts, screws, studs and nuts - Product grades A, B and C
(ISO 4759-1)

1) f is the nominal tensile strength (R ) and A is the nominal stress area of the bolt.
ub m s
6

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SIST EN 14399-7:2018
EN 14399-7:2018 (E)
EN ISO 6157-2, Fasteners - Surface discontinuities - Part 2: Nuts (ISO 6157-2)
EN ISO 10684, Fasteners - Hot dip galvanized coatings (ISO 10684)
ISO 261, ISO general purpose metric screw threads - General plan
ISO 965-2, ISO general purpose metric screw threads - Tolerances - Part 2: Limits of sizes for general
purpose external and internal screw threads - Medium quality
ISO 965-5, ISO general purpose metric screw threads - Tolerances - Part 5: Limits of sizes for internal
screw threads to mate with hot-dip galvanized external screw threads with maximum size of tolerance
position h before galvanizing
ISO 3508, Thread run-outs for fasteners with thread in accordance with ISO 261 and ISO 262
3 Bolts
3.1 Dimensions of bolts
See Figure 1 and Table 2.

Key
a
incomplete thread u ≤ 2P
Figure 1 — Dimensions of bolts
The difference between l and l should not be less than 1,5 P.
g s
For coated bolts, the dimensions apply prior to coating.
7

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SIST EN 14399-7:2018
EN 14399-7:2018 (E)
Table 2 — Dimensions of bolts
Dimensions in millimetres
a a
Thread d M12 (M14) M16 (M18) M20
b
 P 1,75 2 2 2,5 2,5
c
30 34 38 42 46
d
 b (ref.) — 40 44 48 52
e
— — — — 65
max. 12,70 14,70 16,70 18,70 20,84
d
s
min. 11,30 13,30 15,30 17,30 19,16
max. 24,00 28,00 32,00 36,00 40,00
d
k
min. 23,16 27,16 31,16 35,00 39,00
max. 16,5 19,5 22,5 25,5 28,5
i
min. 15,5 18,5 21,5 24,5 27,5
nom. 8,0 9,0 10,0 12,0 13,0
h
k max. 8,75 9,75 10,75 12,90 13,90
i
min. 7,25 8,25 9,25 11,10 12,10
max. 1,6 1,6 1,6 2,0 2,0
r
min. 1,2 1,2 1,2 1,5 1,5
max. 3,0 3,0 3,0 3,5 3,5
n
min. 2,5 2,5 2,5 3,0 3,0
max. 4,5 4,5 4,5 5,0 5,0
t
min. 3,0 3,0 3,0 3,5 3,5

f,g
l and l
s g
l
l l l l l l l l l l
s g s g s g s g s g
nom. min. max. min. max. min. max. min. max. min. max. min. max.
45 43,75 46,25 — 15
50 48,75 51,25 — 15
55 53,50 56,50 16,25 25   — 18
60 58,50 61,50 21,25 30 — 17 — 18
65 63,50 66,50 26,25 35 21 31 — 18   — 23
70 68,50 71,50 31,25 40 26 36 22 32   — 23
75 73,50 76,50 36,25 45 31 41 27 37 — 22 — 23
80 78,50 81,50 41,25 50 36 46 32 42 25,5 38 — 23
85 83,25 86,75 46,25 55 41 51 37 47 30,5 43 26,5 39
90 88,25 91,75 51,25 60 46 56 42 52 35,5 48 31,5 44
95 93,25 96,75 56,25 65 51 61 47 57 40,5 53 36,5 49
100 98,25 101,75 61,25 70 56 66 52 62 45,5 58 41,5 54
110 108,25 111,75  66 76 62 72 55,5 68 51,5 64
120 118,25 121,75  76 86 72 82 65,5 78 61,5 74
130 128,0 132,0  80 90 76 86 69,5 82 65,5 78
140 138,0 142,0  90 100 86 96 79,5 92 75,5 88
150 148,0 152,0  100 110 96 106 89,5 102 85,5 98
160 156,0 164,0  110 120 106 116 99,5 112 95,5 108
8

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SIST EN 14399-7:2018
EN 14399-7:2018 (E)
Thread d M22 M24 M27 M30 M36
b
 p 2,5 3 3 3,5 4
c
50 54 60 66 78
d
b (ref.) 56 60 66 72 84
e
69 73 79 85 97
max. 22,84 24,84 27,84 30,84 37,00
d
s
min. 21,16 23,16 26,16 29,16 35,00
max. 44,0 48,0 54,0 60,0 72,0
d
k
min. 43,0 47,0 53,0 58,8 70,8
max. 30,5 33,5 37,5 42,5 50,5
i
min. 29,5 32,5 36,5 41,5 49,5
nom. 14,0 16,0 17,5 19,5 23,0
h
k max. 14,90 16,90 18,40 20,55 24,05
min. 13,10 15,10 16,60 18,45 21,95
max. 2,0 2,0 2,5 2,5 2,5
r
min. 1,5 1,5 2,0 2,0 2,0
max. 3,5 3,5 3,5 4,0 4,0
n
min. 3,0 3,0 3,0 3,5 3,5
max. 5,0 5,0 5,0 5,5 5,5
t
min. 3,5 3,5 3,5 4,0 4,0
f,g
l and l
s g
l
l l l l l l l l l l
s g s g s g s g s g
nom. min. max. min. max. min. max. min. max. min. max. min. max.
65 63,50 66,50 — 24
70 68,50 71,50 — 24
75 73,50 76,50 — 24 — 28
80 78,50 81,50 — 24 — 28 — 29,5
85 83,25 86,75 — 24 — 28 — 29,5
90 88,25 91,75 27,5 40 — 28 — 29,5 — 33,5
95 93,25 96,75 32,5 45 — 28 — 29,5 — 33,5
100 98,25 101,75 37,5 50 31 46 — 29,5 — 33,5
110 108,25 111,75 47,5 60 41 56 35 50 — 33,5 — 39
120 118,25 121,75 57,5 70 51 66 45 60 36,5 54 — 39
130 128,0 132,0 61,5 74 55 70 49 64 40,5 58 — 39
140 138,0 142,0 71,5 84 65 80 59 74 50,5 68 — 39
150 148,0 152,0 81,5 94 75 90 69 84 60,5 78 46 66
160 156,0 164,0 91,5 104 85 100 79 94 70,5 88 56 76
170 166,0 174,0   95 110 89 104 80,5 98 66 86
180 176,0 184,0   105 120 99 114 90,5 108 76 96
190 186,0 194,0   115 130 109 124 100,5 118 86 106
200 196,0 204,0   125 140 119 134 110,5 128 96 116
9

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SIST EN 14399-7:2018
EN 14399-7:2018 (E)
NOTE The popular lengths are defined in term
...