SIST EN 14399-10:2018

High-strength structural bolting assemblies for preloading - Part 10: System HRC - Bolt and nut assemblies with calibrated preload

This draft European Standard specifies, together with EN 14399-1 and EN 14399-2, the requirements for assemblies of high-strength structural bolts and nuts of system HRC suitable for preloaded joints, with hexagon head (large widths across flats), cup head or countersunk head, thread sizes M12 to M36 and property class 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, or
-   nut with height m = 1 D,
-   thread length of the bolt in accordance with ISO 888.
Bolting assemblies in accordance with this document include washers according to EN 14399-6 or to EN 14399-5 (under the nut only).
NOTE   Attention is drawn to the importance of ensuring that the bolting assemblies are correctly used if a satisfactory result is 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 and in Clause 8 of this document.

Hochfeste vorspannbare Garnituren für Schraubverbindungen im Metallbau - Teil 10: System HRC - Garnituren aus Schrauben und Muttern mit kalibrierter Vorspannung

Dieser Europäische Norm-Entwurf legt zusammen mit EN 14399-1 und EN 14399-2 die Anforderungen für Garnituren aus hochfesten Schrauben und Muttern für den Metallbau des Systems HRC, die für vorspannbare Schraubenverbindungen mit Sechskantkopf (große Schlüsselweiten), Halbrundkopf oder Senk-kopf geeignet sind, mit Gewindegrößen M12 bis M36 und der Schraubenfestigkeitsklasse 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, oder
-   Mutter mit der Höhe m = 1 D,
-   Gewindelänge der Schraube nach ISO 888.
Die Schraubengarnituren nach diesem Dokument umfassen Scheiben nach EN 14399-6 oder EN 14399-5 (nur unter der Mutter).
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 zur Vorspannung sind in Abschnitt 8 des vorliegenden Dokuments und in EN 14399-2 festgelegt.

Boulonnerie de construction métallique à haute résistance apte à la précontrainte - Partie 10 : Système HRC - Boulons (vis + écrou + rondelle) à précontrainte calibrée

Le présent projet de Norme européenne, avec l’EN 14399-1 et l’EN 14399-2, spécifie les exigences applicables aux boulons de construction métallique à haute résistance du système HRC (vis + écrou), destinés à être utilisés dans les assemblages précontraints, à tête hexagonale (surplats de série large), tête ronde bombée ou tête fraisée, de diamètre de filetage M12 à M36 et de classe de qualité 10.9/10.
Les boulons  conformes au présent document ont été conçus pour 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 :
-   écrou normaux (style 1), voir EN ISO 4032, ou
-   hauteur d’écrou m = 1 d ;
-   longueur de filetage de la vis conforme à l’ISO 888.
Les boulons conformes au présent document incluent une des rondelles conformes à l’EN 14399-6 ou à l’EN 14399-5 (sous l’écrou uniquement).
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 l’EN 14399-2 ainsi qu’à l’Article 8 du présent document.

Visokotrdnostne vijačne zveze za prednapetje - 10. del: Sistem HRC - Zveza vijaka in matice s kalibrirano prednapetostjo

Ta osnutek evropskega standarda določa, skupaj s standardoma EN 14399-1 in EN 14399-2, zahteve za zveze visokotrdnostnih strukturnih vijakov in matic sistema HRC, ki so primerne za prednapetja, s šestrobo glavo (z velikimi širinami na ravninah), s čašasto glavo ali ugreznjeno glavo, velikosti navojev od M12 do M36 ter razredi trdnosti 10,9/10.
Vijačne zveze v skladu 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 razteznosti predvsem s plastičnim podaljšanjem vijaka. Za ta namen imajo sestavni deli naslednje značilnosti:
– običajno višino matice v skladu s (tipom 1), glej standard EN ISO 4032, ali
– matico z višino m = 1 D,
– dolžino navoja vijaka v skladu s standardom ISO 888.
Vijačne zveze, na katere se nanaša ta dokument, vključujejo podložke v skladu s standardom EN 14399-6 ali EN 14399-5 (samo pod matico).
OPOMBA: Opozoriti je treba na pomembnost zagotavljanja pravilne uporabe vijačnih zvez za doseganje zadovoljivih rezultatov. Za priporočila glede pravilne uporabe je naveden standard EN 1090-2.
Splošne zahteve in zahteve za primernost za prednapetje so opredeljene v standardu EN 14399-2 in 8. točki tega dokumenta.

General Information

• Status: Published
• Public Enquiry End Date: 29-Feb-2016
• Publication Date: 14-May-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: 11-May-2018
• Due Date: 16-Jul-2018
• Completion Date: 15-May-2018
• Directive: 89/106/EEC - Construction products
• Ref Project: EN 14399-10:2018 - High-strength structural bolting assemblies for preloading - Part 10: System HRC - Bolt and nut assemblies with calibrated preload

Relations

• Revised: SIST EN 14399-10:2009 - High-strength structural bolting assemblies for preloading - Part 10: System HRC - Bolt and nut assemblies with calibrated preload
• Effective Date: 01-Feb-2016
• Replaces: SIST EN 14399-10:2009 - High-strength structural bolting assemblies for preloading - Part 10: System HRC - Bolt and nut assemblies with calibrated preload
• Effective Date: 09-May-2018
• Replaces: SIST EN 14399-10:2009 - High-strength structural bolting assemblies for preloading - Part 10: System HRC - Bolt and nut assemblies with calibrated preload
• Effective Date: 08-Jun-2022

Standards Content (Sample)

SLOVENSKI STANDARD
SIST EN 14399-10:2018
01-julij-2018
1DGRPHãþD
SIST EN 14399-10:2009
9LVRNRWUGQRVWQHYLMDþQH]YH]H]DSUHGQDSHWMHGHO6LVWHP+5&=YH]DYLMDND
LQPDWLFHVNDOLEULUDQRSUHGQDSHWRVWMR
High-strength structural bolting assemblies for preloading - Part 10: System HRC - Bolt
and nut assemblies with calibrated preload
Hochfeste vorspannbare Garnituren für Schraubverbindungen im Metallbau - Teil 10:
System HRC - Garnituren aus Schrauben und Muttern mit kalibrierter Vorspannung
Boulonnerie de construction métallique à haute résistance apte à la précontrainte - Partie
10 : Système HRC - Boulons (vis + écrou + rondelle) à précontrainte calibrée
Ta slovenski standard je istoveten z: EN 14399-10:2018
ICS:
21.060.10 Sorniki, vijaki, stebelni vijaki Bolts, screws, studs
21.060.20 Matice Nuts
SIST EN 14399-10:2018 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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SIST EN 14399-10:2018

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SIST EN 14399-10:2018


EN 14399-10
EUROPEAN STANDARD

NORME EUROPÉENNE

May 2018
EUROPÄISCHE NORM
ICS 21.060.01 Supersedes EN 14399-10:2009
English Version

High-strength structural bolting assemblies for preloading
- Part 10: System HRC - Bolt and nut assemblies with
calibrated preload
Boulonnerie de construction métallique à haute Hochfeste vorspannbare Garnituren für
résistance apte à la précontrainte - Partie 10 : Système Schraubverbindungen im Metallbau - Teil 10: System
HRC - Boulons (vis + écrou + rondelle) à précontrainte HRC - Garnituren aus Schrauben und Muttern mit
calibrée kalibrierter Vorspannung
This European Standard was approved by CEN on 22 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 14399-10:2018 E
worldwide for CEN national Members.

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SIST EN 14399-10:2018
EN 14399-10:2018 (E)
Contents Page
European foreword . 3
Introduction . 5
1 Scope . 7
2 Normative references . 7
3 Terms and definitions . 8
4 Bolts . 9
4.1 Dimensions of bolts . 9
4.2 Specification for bolts and reference standards . 16
4.3 Marking of bolts . 17
5 Nuts . 17
5.1 Dimensions of nuts . 17
5.2 Specification for nuts and reference standards . 19
5.3 Proof load values of nuts . 20
5.4 Decarburization of the nut thread . 20
5.5 Marking of nuts . 20
6 Designation of bolt/nut assemblies. 21
7 Associated washers . 21
8 Functional characteristics of bolt/nut/washer(s) assemblies . 21
8.1 General . 21
8.2 Suitability test for preloading . 22
8.2.1 General . 22
8.2.2 Test results . 23
8.3 Suitability test for calibrated preload . 24
8.4 Requirements . 24
Annex A (informative) Clamp lengths and grip lengths . 26
Bibliography . 28

2

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SIST EN 14399-10:2018
EN 14399-10:2018 (E)
European foreword
This document (EN 14399-10:2018) 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 November 2018 and conflicting national standards
shall be withdrawn at the latest by November 2018.
Attention is drawn to the possibility that some of the elements of this document may be the subject of
patent rights. CEN [and/or CENELEC] shall not be held responsible for identifying any or all such patent
rights.
This document supersedes EN 14399-10:2009.
In comparison with EN 14399-10:2009, the following modifications have been made:
— Table 1 containing the overview of the marking of components of bolting assemblies for preloading
was added;
— specifications for the designation of the bolting assemblies have been revised;
— dimensions and markings of HRC bolts with countersunk heads have been added;
— dimensions and limiting values of M36 diameter bolts and nuts have been added;
— the requirement for the coefficient of variation has been revised.
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
3

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SIST EN 14399-10:2018
EN 14399-10:2018 (E)
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.
4

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SIST EN 14399-10:2018
EN 14399-10:2018 (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 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 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.
It should be pointed out that compared to ISO 272 the width across flats (large series) for M12 and M20
have been changed to 22 mm and 32 mm respectively. These changes are justified by the following
reasons.
Under the specific conditions of structural bolting, the compressive stresses under the bolt head or nut
for the sizes M12 may become too large with the width across flats of 21 mm, especially if the washer is
fitted eccentrically to the bolt axis.
For the size M20, the width across flats of 34 mm is very difficult to be produced. The change to 32 mm
is primarily motivated by economics but it should also be pointed out that the width across flats of
32 mm was common practice in Europe.
5

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SIST EN 14399-10:2018
EN 14399-10:2018 (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 or HR8 or
Nut HR10 HR10 HV10 HV10 HR10 HRD10
HR10 HR10
a
EN 14399–5 or
a
Washer(s) EN 14399–5 or EN 14399–6 EN 14399–6
EN 14399–6
b b b b c
Marking H or HR H or HV H or HR H or HR or HD
Direct tension indicator and
nut face washer or bolt face EN 14399–9
washer, if any
Direct tension indicator H8 H10 H8 H10 H10 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.

6
Marking Marking

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SIST EN 14399-10:2018
EN 14399-10:2018 (E)
1 Scope
This document specifies, together with EN 14399-1 and EN 14399-2, the requirements for assemblies of
high-strength structural bolts and nuts of system HRC suitable for preloaded joints, with hexagon head
(large width across flats), cup head or countersunk head, thread sizes M12 to M36 and property class
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; or
— nut with height m = 1 D;
— 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 (under the nut only).
NOTE Attention is drawn to the importance of ensuring that the 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 and
in Clause 8 of this document.
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 14399-2:2015, High-strength structural bolting assemblies for preloading — Part 2: Suitability for
preloading
EN 14399-3, High-strength structural bolting assemblies for preloading — Part 3: System HR — Hexagon
bolt and nut assemblies
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 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)

1) f is the nominal tensile strength (R ) and A is the nominal stress area of the bolt.
ub m s
7

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SIST EN 14399-10:2018
EN 14399-10:2018 (E)
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)
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 Terms and definitions
For the purposes of this document, the following terms and definitions apply.
3.1
shear wrench
non-impacting electric or manual tool, equipped with two co-axial sockets which react by torque one
against the other:
— the outer socket which engages the nut rotating clockwise;
— the inner socket which engages the spline-end of the bolt (i.e. bi-hexagonal) rotating anticlockwise;
Note 1 to entry: The shear wrench operates as follows:
— during the tightening operation of an assembly, the socket in rotation is the one that finds the
least resistance to it;
— from the outset and right up to the final tightening stage, the outer socket on the nut rotates
clockwise while the inner socket holds the spline-end without rotating, the result being that the bolt assembly
is progressively tightened by the increasing torque applied to the nut;
— at the final stage of tightening, i.e. when the torsional resistance plateau of the break-neck section
is attained, the inner socket rotates anticlockwise while the outer socket on the nut provides the reaction
without rotating;
— the bolt assembly installation is complete when the spline-end shears off at the break-neck
section.
8

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SIST EN 14399-10:2018
EN 14399-10:2018 (E)
4 Bolts
4.1 Dimensions of bolts
See Figures 1 to 3 and Tables 2 to 5.
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.

Key
a incomplete thread u ≤ 2 P
b 15° to 30°
Figure 1 — Bolt HRC with hexagon head
9

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SIST EN 14399-10:2018
EN 14399-10:2018 (E)
Table 2 — Dimensions of hexagon bolts
Dimensions in millimetres
Thread d M12 M16 M20 M22 M24 M27 M30 M36
a
P  1,75 2 2,5 2,5 3 3 3,5 4
b
30 38 46 50 54 60 66 78
c
b (ref) — 44 52 56 60 66 72 84
d
— — 65 69 73 79 85 97
max. 0,8 0,8 0,8 0,8 0,8 0,8 0,8 0,8
c
min. 0,4 0,4 0,4 0,4 0,4 0,4 0,4 0,4
d max. 15,2 19,2 24,4 26,4 28,4 32,4 35,4 42,4
a
max. 12,70 16,70 20,84 22,84 24,84 27,84 30,84 37,00
d
s
min. 11,30 15,30 19,16 21,16 23,16 26,16 29,16 35,00
e
max.
d
w
min. 20,1 24,9 29,5 33,3 38,0 42,8 46,6 55,9
e min. 23,91 29,56 35,03 39,55 45,20 50,85 55,37 66,44
nom. 7,5 10,0 12,5 14,0 15,0 17,0 18,7 22,5
k max. 7,95 10,75 13,40 14,90 15,90 17,90 19,75 23,55
min. 7,05 9,25 11,60 13,10 14,10 16,10 17,65 21,45
kw min. 4,9 6,5 8,1 9,2 9,9 11,3 12,4 15,0
r min. 1,2 1,2 1,5 1,5 1,5 2,0 2,0 2,0
max. 22 27 32 36 41 46 50 60
s
min. 21,16 26,16 31,0 35,0 40,0 45,0 49,0 58,8
f g
l l and l
s g
l l l l l l l l l l l l l l l l
s min g max s min g max s min g max s min g max s min g max s min g max s min g max s min g max
nom. min. max.
35  33,75 36,25 — 7
40  38,75 41,25 — 7 — 8
45  43,75 46,25  6,25 15 — 8
50  48,75 51,25 11,25 20 — 8 — 10 — 10
55  53,50 56,50 16,25 25 — 8 — 10 — 10
60  58,50 61,50 21,25 30 12 22 — 10 — 10 — 12 —  12
65  63,50 66,50 26,25 35 17 27 — 10 — 10 — 12 —  12
70  68,50 71,50 31,25 40 22 32 11,5 24 — 10 — 12 —  12 —  14
75  73,50 76,50 36,25 45 27 37 16,5 29 12,5 25 — 12 —  12 —  14
10

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SIST EN 14399-10:2018
EN 14399-10:2018 (E)
Thread d M12 M16 M20 M22 M24 M27 M30 M36
80  78,50  81,50 41,25 50 32 42 21,5 34 17,5 30 —  12 —  12 —  14
85  83,25  86,75 46,25 55 37 47 26,5 39 22,5 35  16  31 —  12 —  14 —  16
90  88,25  91,75 51,25 60 42 52 31,5 44 27,5 40  21  36  15  30 —  14 —  16
95  93,25  96,75 56,25 65 47 57 36,5 49 32,5 45  26  41  20  35 —  14 —  16
100  98,25 101,75 61,25 70 52 62 41,5 54 37,5 50  31  46  25  40  16,5  34 —  16
110 108,25 111,75   62 72 51,5 64 47,5 60  41  56  35  50  26,5  44 —  16
120 118,25 121,75   72 82 61,5 74 57,5 70  51  66  45  60  36,5  54 22  42
130 128,00 132,00   76 86 65,5 78 61,5 74  55  70  49  64  40,5  58 26  46
140 138,00 142,00   86 96 75,5 88 71,5 84  65  80  59  74  50,5  68 36  56
150 148,00 152,00   96 106 85,5 98 81,5 94  75  90  69  84  60,5  78 46  66
160 156,00 164,00       91,5 104   85 100  79  94  70,5  88 56  76
170 166,00 174,00          95 110  89 104  80,5  98 66  86
180 176,00 184,00         105 120  99 114  90,5 108 76  96
190 186,00 194,00         115 130 109 124 100,5 118 86 106
200 196,00 204,00         125 140 119 134 110,5 128 96 116
NOTE The popular lengths are defined in terms of lengths l and l .
s min g max
a
P is the pitch of thread.
b
For lengths l ≤ 125 mm.
nom
c
For lengths 125 mm < lnom ≤ 200 mm.
d
For lengths l > 200 mm.
nom
e
dw max = sactual
f
l = l – b; l = l – 5 P
...