General Technical Approval - FATZER Technical Approval No. Z-14.7-431 Page 4 of 8 | February 16th 2015 Z22402.14 1.14.7-32/14 The sockets in the annexes shall have metric ISO threads

DIBt | Kolonnenstrasse 30 B | D-10829 Berlin | Tel.: + 49 30 78730-0 | Fax: + 49 30 78730-0 | E-Mail: [email protected] | www.dibt.de

General Technical

Approval

Approval No.: Period of Validity:

Z-14.7-431 from: 16. Februar 2015

to: 16. Februar 2020

Holder: FATZER AG – Drahtseilwerk

Salmsacherstrasse 9 8590 Romanshorn Switzerland

Subject of Approval:

Rope Tension Components with HYEND Sockets

German approval body for construction products and types of construction

Construction Testing Authority

Authority of the German Länder Governments for a uniform fulfilment of technical tasks in the field of public law

Member of EOTA, UEAtc and WFTAO

Date: Reference No.:

16.02.2015 I 34.1-1.14.7-32/14

The subject as named above is hereby approved for use in the construction industry.

This general technical approval includes eight pages and eight appendices.

This construction product was approved for the first time on March 21st 2003.

This translation of the German original has not been verified by DIBt and is for information only.

The legally binding version is the German version.

General Technical Approval No. Z-14.7-431 Page 2 of 8 | February 16th 2015

Z22402.14 1.14.7-32/14

I GENERAL REMARKS

1 With the general technical approval, the usability or applicability of the subject of the approval is proven under the regulations of the federal state building regulations.

2 In the case of requirements to § 17 Abs. 5 Musterbauordnung according to federal state regulations in this general technical approval regarding competencies and experiences of personnel in the context of the production of the construction products and construction methods , it needs to be considered that these competencies and experiences can also be proven by equivalent regulations and documentations from other members of the European Union. This may also apply for submitted equivalent proof in the context of the agreement on the European Economic Area (EEA) or other bilateral agreements.

3 The general technical approval does not replace other approvals and certificates that are legally required for construction projects.

4 The general technical approval is granted notwithstanding the rights of third parties, in particular rights protecting private property.

5 Manufacturers and distributors of the object of the approval must, notwithstanding add-on regulations in the "Special Determinations", provide users with copies of the general technical approval and must notify them that the general technical approval must be available at the user site. Copies of the general technical approval must be made available to the participating authorities upon request.

6 The general technical approval may only be copied in its entirety. Publication of extracts requires the consent of the German Institute for Building and Civil Engineering Technology. Text and graphics from printed marketing materials may not contradict the general technical approval. Translation of the general technical approval must contain the notice "This translation of the German original has not been verified by the Deutsches Institut für Bautechnik.

7 The general technical approval, having been granted, may be revoked. The determinations of the general technical approval may subsequently be supplemented and updated, especially as required by new technical findings.


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II SPECIAL REMARKS

1 Subject of Approval and intended Applications

The subject of approval are prefabricated high tensile rope tension components composed of spiral strand ropes with sockets (see Appendix 1). This general technical approval covers the manufacture, the design and the use of prefabricated high tensile rope tension components under static and quasi static loads in respect to DIN EN 1990:2010-121 that do not require fatigue design to DIN EN 1993-1-92. The design rules from DIN EN 1993-1-113 including its corresponding application standards and from the general technical approval No. Z-30.3-64 apply as long as this general technical approval does not overrule them.

2 Requirements for the construction products

2.1 Properties and Compositions

2.1.1 Dimensions and Tolerances

2.1.1.1 Spiral strand ropes

The technical delivery conditions of DIN EN 10264-15, DIN EN 10264-26 and DIN EN 10264-47 as well as the content of DIN EN 12385-18, DIN EN 12385-29, DIN EN 12385-410 and DIN EN 12385-1011, of section 1 and in the annexes.

2.1.1.2 Sockets

The content of the annexes applies.

1 DIN EN 1990:2010-12 Eurocode: Basis of Structural Design 2 DIN EN 1993-1-9:2010-12 Eurocode 3: Design of steel structures - Part 1-9: Fatigue in conjunction with

DIN EN 1993-1-9/NA:2010-12 3 DIN EN 1993-1-11:2010-12 Eurocode 3: Design of steel structures - Part 1-11: Design of structures with tension

components in conjunction with DIN EN 1993-1-11/NA:2010-12 4 Z-30.3-6:2014 General Technical Approval - Products, connectors and components made from

stainless steel 5 DIN EN 10264-1:2012-03 Steel wire and wire products - Steel wire for ropes - Part 1: General requirements 6 DIN EN 10264-2:2012-03 Steel wire and wire products - Steel wire for ropes - Part 2: Cold drawn non alloy

steel wire for ropes for general applications 7 DIN EN 10264-4:2012-03 Steel wire and wire products - Steel wire for ropes - Part 4: Stainless steel wire 8 DIN EN 12385-1:2009-01 Steel wire ropes - Safety - Part 1: General requirements 9 DIN EN 12385-2:2008-06 Steel wire ropes - Safety - Part 2: Definitions, designation and classification 10 DIN EN 12385-4:2008-06 Steel wire ropes - Safety - Part 4: Stranded ropes for general lifting applications 11 DIN EN 12385-10:2008-07 Steel wire ropes - Safety - Part 10: Spiral ropes for general structural applications


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The sockets in the annexes shall have metric ISO threads to DIN 13-1, 10, 20 and 2312. The specifications in the series of the DIN 1312 standards named before apply to the thread tolerances in conjunction with the information documented at the Deutsches Institut für Bautechnik.

2.1.2 Material properties

2.1.2.1 Spiral strand ropes

The technical delivery specification of the standards mentioned in section 2.1.1.1 the provisions in section 1 and in the annexes apply.

2.1.2.2 Sockets for spiral strand rope made from unalloyed steel

The threaded studs shall be made from structural steel S355 with the material number 1.0577 to DIN EN 10025-213. The open and closed sockets shall be made from fine grain structural steel S460N with the material number 1.8901 to DIN EN 10025-314. Alternatively the open and closed sockets can be made from unalloyed cast steel G42CrMo4+QT1 with the material number 1.7231 to DIN EN 1029315. The pins of the open sockets shall be made from steel for quenching and tempering 34CrNiMo6+QT with the material number 1.6582 to DIN EN 10083-316. The internal and external quality of the open and closed sockets made from unalloyed cast steel shall comply with the quality levels SM2, LM2 and AM2 to DIN EN 136917 and with quality level 2 to DIN EN 12680-118. Additionally the rules in the annexes apply.

2.1.2.3 Sockets for spiral strand rope made from stainless steel

The open and closed sockets as well as the threaded studs shall be made from stainless steel X2CrNiMoN22-5-3 with material number 1.4462 in the tensile grade S460 to general technical approval No. Z-30.3-64. The open and closed sockets can also be made from stainless unalloyed cast steel GX2CrNiMoN22-5-3 with material number 1.4470 in tensile grade S460 to DIN EN 1028319. The pins of the open sockets shall be made from stainless steel X2CrNiMoN22-5-3 with material number 1.4462 in tensile grade S460 to the general technical approval No. Z-30.3-64.

12 DIN 13-1:1999-11 ISO general purpose metric screw threads - Part 1: Nominal sizes for coarse pitch threads; Nominal diameter from 1 mm to 68 mm

DIN 13-10:1999-11 ISO general purpose metric screw threads - Part 11: Nominal sizes for 8 mm fine pitch threads; Nominal diameter from 130 mm to 1000 mm

DIN 13-20:2000-08 ISO general purpose metric screw threads - Part 20: Limits of sizes for coarse pitch threads with the prefered tolerance classes; nominal sizes from 1 mm to 68 mm

DIN 13-23:2005-08 ISO general purpose metric screw threads - Part 23: Limits of sizes for fine pitch threads with the prefered tolerance classes; Nominal diameter from 53 mm to 110 mm

13 DIN EN 10025-2:2005-04 Hot rolled products of structural steels - Part 2: Technical delivery conditions for non-alloy structural steels

14 DIN EN 10025-3:2005-02 Hot rolled products of structural steels - Part 3: Technical delivery conditions for normalized/normalized rolled weldable fine grain structural steels

15 DIN EN 10293:2005-06 Steel castings - Steel castings for general engineering uses 16 DIN EN 10083-3:2006-10 Steels for quenching and tempering - Part 3: Technical delivery conditions for alloy

steels 17 DIN EN 1369:2013-01 Founding - Magnetic particle testing 18 DIN EN 12680-1:2003-06 Founding - Ultrasonic examination - Part 1: Steel castings for general purposes 19 DIN EN 10283:2010-06 Corrosion resistant steel castings


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The maximum permissible indication for the internal quality of the open and closed sockets made from stainless cast steel is defined according to table A.1 of DIN EN 1268120 via the comparison pictures series from ASTM-E 19221 with the following criteria: - Cavities / blowholes – Figure 2 for thickness up to 25mm - Cavities / blowholes – Figure 3 for thickness greater than 25mm - Gas pockets – Figure 4 - Inclusions, cracks, chaplets and chills not allowed Imperfections in the outer quality of the open and closed sockets made from stainless cast steel shall not be worse than quality level 6 to table 2 and quality level 5 to table 3 of DIN EN 1371-222. Additionally the rules in the annexes apply.

2.1.3 Corrosion resistance class of the rope tension components made from stainless steel

The rules in annex 2, table 1 apply.

2.2 Manufacturing and labeling

2.2.1 Manufacturing of the rope tension components

The detailed manufacturing procedure of the rope tension components is documented at the Deutsches Institut für Bautechnik.

2.2.2 Labeling

The manufacturer shall display the Ü-Sign on the packaging of the rope tension components according to the federal state's compliance marking regulations (Übereinstimmungszeichen-Verordnung der Länder). The label may only be applied if the requirments of section 2.3 have been met. The label shall also show the manufacturing location, the year of manufacture, the name of the construction product, the rope diameter, the nominal thread diameter and the material of the individual parts. The tension components shall be marked in a way that prevents mix-ups.

2.3 Proof of Conformity

2.3.1 General

The conformity of the rope tension components with the rules in this general technical approval must be ensured for each manufacturing location with a certificate of conformity based on the manufacturer’s in-house quality control and regular third party monitoring including an initial inspection of the rope tension components as provided by the following requirements. The manufacturer of the rope tension components nominates an approved certification body as well as an approved third party for the granting of the certificate of conformity and for the required product testing. The manufacturer demonstrates the issuing of the certificate of conformity by labeling the construction products with the Ü-Sign and the designated use. The certification body provides a copy of the certificate of conformity to the Deutsches Institut für Bautechnik.

20 DIN EN 12681:2003-06 Founding - Radiographic examination 21 ASTM-E 192-95 (Reapproved 2013) Standard Reference Radiographs of Investment Steel Castings for Aerospace

Applications 22 DIN EN 1371-2:1998-07 Founding - Liquid penetrant testing - Part 2: Investment castings


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2.3.2 Manufacturer’s in-house quality control

An manufacturer’s in-house quality control shall be set up and implemented in every manufacturing location. The manufacturer’s in-house quality control is the continuous monitoring of the production processes by the manufacturer which ensures that his products fulfill the requirements of this general technical approval. The manufacturer’s in-house quality control shall include the following measures as a minimum: - Spiral strand ropes

The measurements required in section 2.1.1 shall be checked for every batch. The material properties required in section 2.1.2 shall be proven by a 3.1 certificate to DIN EN 1020423 Conformity between the information in the 3.1 certificate with the information in section 2.1 shall be verified.

- Open sockets, closed sockets and threaded studs The measurements, tolerances and material properties required in section 2.1 shall be verified for each size of component and for each manufacturing batch. All cast steel parts shall be visually checked for external defects. The internal and external quality of unalloyed cast steel parts described in section 2.1.2 shall be checked by non-destructive methods on the basis of DIN EN 1993-1-8/NA24, Annex NA.B for each size of component per manufacturing batch. The internal quality of stainless cast steel parts described in section 2.1.2.3 shall be checked on the basis of DIN EN ISO 557925, DIN EN ISO 19232-126 and DIN EN 1268120 for each size of component per manufacturing batch. The external quality of stainless cast steel parts described in section 2.1.2.3 shall be checked on the basis of surface crack testing by liquid penetrant testing to DIN EN ISO 3452-127 and DIN EN 1371-222 for each size of component per manufacturing batch. In case that the non-destructive methods lead to ambiguous results regarding the internal quality, destructive methods shall be used for clarification. The material properties required in section 2.1.2 as well as the internal and external quality of the open and closed sockets made of unalloyed cast steel and made of stainless cast steel shall be proven by a 3.1 certificate to DIN EN 1020423. Conformity between the information in the 3.1 certificate with the information in section 2.1 shall be verified.

- Checking of ke-values (see annex 2) on prefabricated rope tension components The ke-values given in Annex 2, table 2, shall be checked for each wire rope batch by a tensile test with the end anchorages designated for this batch.

23 DIN EN 10204:2005-01 Metallic products – Types of inspection documents 24 DIN EN 1993-1-8/NA:2010-12 National Annex - Nationally determined parameters - Eurocode 3: Design of steel

structures - Part 1-8: Design of joints 25 DIN EN ISO 5579:2014-04 Non-destructive testing - Radiographic testing of metallic materials using film and X-

or gamma rays - Basic rules 26 DIN EN ISO 19232-1:2013-12 Non-destructive testing - Image quality of radiographs - Part 1: Determination of the

image quality value using wire-type image quality indicators

27 DIN EN ISO 3452-1:2013-09 Non-destructive testing – Pentetrant testing – Part 1: General principles


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The results of the manufacturer’s in-house quality control must be recorded and evaluated. The records must include at least the following information: - Designation construction product or of the material and the components, - Type of check or test, - Date of manufacture and of test of the construction product or of the material or

components, - Result of the checks and tests and comparison with the requirements - Signature of the person responsible for the manufacturer’s in-house quality control. The records shall be retained for at least five years and submitted to the third party authority. They must be submitted to the Deutsches Institut für Bautechnik and to the highest construction authority on demand. In case of insufficient test results, the manufacturer must undertake without delay the necessary measures to remedy the deficiencies. Building products that do not meet the requirements must be handled in such manner that it is impossible to mistake them for those that do comply. Once the deficiencies have been resolved - insofar as technically possible and as necessary to prove that the deficiency has been solved - the appropriate test must be repeated without delay.

2.3.3 Third party control

In every manufacturing location the manufacturer’s in-house quality control shall be accompanied by a regular (but minimum twice a year) third party monitoring. The first third party inspection is an initial inspection of the construction products and random test samples shall be taken to test the requirements of the rope tension components of section 2.1. The checks and tests carried out within the initial inspection must conform to section 2.3.2. The scope of sampling and testing is at the discretion of the third party. The statistic evaluation of the values measured during the third party inspection shall demonstrate that the requirements are fulfilled. The results of the certification and of the third party inspection shall be kept for at least five years. They must be submitted to the Deutsches Institut für Bautechnik and to the highest construction authority on demand.

3 Rules for design and dimensioning

3.1 General

The design calculations for the rope tension components shall be done to DIN EN 1993-1-113. The proof of design for the rope tension components is given when the design loads of the rope tension components do not exceed the design resistance to section 3.2. For the stainless steel rope tension components the coefficient of thermal expansion αT, the creep factor εK, and the nominal modulus EQ shall be taken from annex 2. The creep factor εK shall be taken into account when dimensioning the stainless steel rope tension components if the characteristic values of the design loads exceed 40% of the minimum breaking load to DIN EN 1993-1-113, section 6.2 (4).

3.2 Design resistance of the rope tension components

The design resistance of the rope tension components shall be calculated to DIN EN 1993-1-113, section 6.2 (2) in connection with section 6.2 (4).


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The minimum values for Rm from annex 2, table 1 can be used as characteristic values fu,k for the calculation of the design resistance of the rope tension components made from stainless steel. The partial safety factor γR of 1.1 shall be used. The ks- and ke-values that are required for the calculation of the design resistance shall be taken from annex 2, table 2. The ks-value corresponds to the reduction factor for spinning k to DIN EN 1993-1-113. The design resistance is valid for the rope including the sockets as described in the annexes if - the minimum thread engagement of the sockets corresponds to the annexes 3.1

to 5.2 - the thickness of the connecting plates correspond to the values given in the

annexes 3.1 and 3.2.

4 Rules for installation

The manufacturer shall issue instructions for the installation of the prefabricated rope tension components to the contractor. Before installation, the condition of all components of the rope tension components shall be checked for their integrity. Damaged parts shall not be used. The person responsible for the installation shall make a note stating that all threaded sockets have their associated parts and stating that the minimum thread engagement has been applied. The firm carrying out the construction work shall confirm that the connection parts and the installation of the prefabricated tension components comply with the regulations given in this general technical approval.

Andreas Schult Referatsleiter


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HYEND Open Socket

HYEND Closed Socket

HYEND Threaded Stud

Rope Tension Components with HYEND sockets Annex 1

System overview


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Table 1: Stainless steels: Types of steel, corrosion resistance classes and mechanical properties

Parts, component

Type of steel, Material number

Corrosion resistance

class3)

Coefficient of thermal expansion

αT [K-1]

Yield strength

Rp 0.2

[N/mm2]

Ultimate tensile strength

Rm

[N/mm2]

Wires for spiral strand 1) 1.4401 II 16 x 10-6 -

1450 1570

HYEND open and closed sockets

1.4462 2)/1.4470 (S460)

III 13 x 10-6 460 600

Pins for HYEND open and

closed sockets

1.4462 2) (S460)

III 13 x 10-6 460 600

HYEND threaded stud

1.4462 2) (S460)

III 13 x 10-6 460 600

1) see technical delivery specification to DIN EN 10264:2002-11 2) and 3) see general technical approval Z-30.3-6 Table 2: Termination factor ke, spinning factor ks and modulus EQ Rope constructions

Spiral strand rope 1x19 1 x 37 1x61 1x91

Termination factor ke for swaged HYEND sockets4) 0.90 0.90 0.90 0.90

Spinning factor ks4) for

ropes made from unalloyed steel 0.92 0.90 0.89 0.88

Spinning factor ks4) for

ropes made from stainless steel 0.92 0.89 0.89 0.88

Modulus EQ for spiral strand rope made from stainless steel [N/mm2]5) 0.13 x 10 6

4) The values for ke and ks are valid for ropes made from unalloyed steel and for ropes made from stainless steel which are covered in this general technical approval

5) The values in DIN EN 1993-1-11:2010-12 are valid for the modulus of spiral strand rope made from unalloyed steel.

Table 3: Creep strain εK for spiral strand rope made from stainless steel

Temperature [°C]

Coefficient of creep εK [%]

20 2.5 x 10-2

40 3.0 x 10-2

70 3.5 x 10-2

Rope Tension Components with HYEND sockets

Annex 2

Table 1: Stainless steels: Types of steel, corrosion resistance classes and mechanical properties Table 2: Termination factor ke, spinning factor ks and modulus EQ Table 3: Creep strain εK for spiral strand rope made from stainless steel


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Rope Short thread stud

S 355 Open socket

S 460N Adjust- ment

Pins 34CrNiMo6

+QT

Connecting plate S355

øS øDv max øDv Lv Thrd. ø M

LG C ød H O N J L V øb min a

min c

øDi Tg

06 14.9 17 89 M16 14 38.0 15 13 21 31.0 23.5 75.5 8 14 16 12 15 11

08 14.9 17 106 M16 14 38.0 15 13 21 31.0 23.5 75.5 8 14 16 12 15 11

10 21.9 25 133 M24 22 57.5 22 20 33 45.0 36.0 111.0 11 20 25 18 22 18

12 21.9 25 150 M24 22 57.5 22 20 33 45.0 36.0 111.0 11 20 25 18 22 18

14 29.0 33 178 M30 29 75.5 28 26 44 60.5 47.5 141.5 14 26 34 24 28 24

16 29.0 33 195 M30 29 75.5 28 26 44 60.5 47.5 141.5 14 26 34 24 28 24

18 37.7 43 234 M36 36 93.5 34 30 52 75.5 59.0 175.0 17 32 42 30 34 28

20 37.7 43 252 M36 36 93.5 34 30 52 75.5 59.0 175.0 17 32 42 30 34 28

22 44.0 50 274 M45 44 110.5 41 37 63 88.5 69.5 208.5 21 39 49 35 41 35

24 44.0 50 291 M45 44 110.5 41 37 63 88.5 69.5 208.5 21 39 49 35 41 35

26 51.0 58 318 M52 51 127.5 48 43 74 101.0 80.0 247.5 23 46 56 40 48 41

28 51.0 58 335 M52 51 127.5 48 43 74 101.0 80.0 247.5 23 46 56 40 48 41

30 63.2 72 366 M64 58 144.5 55 49 84 117.0 90.5 273.5 27 53 63 45 55 47

32 63.2 72 383 M64 58 144.5 55 49 84 117.0 90.5 273.5 27 53 63 45 55 47

34 66.0 75 400 M72x6 64 157.5 62 54 94 127.0 99.0 296.0 30 60 68 48 62 52

36 66.0 75 417 M72x6 64 157.5 62 54 94 127.0 99.0 296.0 30 60 68 48 62 52

All dimensions in [mm], Ø Dv, Ø Dv max = swaged diameter, Lv = swaged length

Rope Tension Components with HYEND sockets Annex 3.1

HYEND Open Socket made from unalloyed steel


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1.4462 / S 460 Open socket

1.4462 / S 460 Adjust- ment

Pins 1.4462 / S 460

Connecting plate S355

øS øDv Max øDv Lv Thrd. ø M

LG C ød H O N J L V

øb

min a

min c

øDi Tg

06 12.7 14.3 78 M16 14 38.0 15 13 21 31.0 23.5 75.5 8 14 16 12 15 11

08 12.7 14.3 95 M16 14 38.0 15 13 21 31.0 23.5 75.5 8 14 16 12 15 11

10 19.1 21.5 122 M22 22 57.5 22 20 33 45.0 36.0 111.0 11 20 25 18 22 18

12 19.1 21.5 139 M22 22 57.5 22 20 33 45.0 36.0 111.0 11 20 25 18 22 18

14 26.3 30.0 165 M30 29 75.5 28 26 44 60.5 47.5 141.5 14 26 34 24 28 24

16 26.3 30.0 182 M30 29 75.5 28 26 44 60.5 47.5 141.5 14 26 34 24 28 24

18 31.6 36.0 213 M36 36 93.5 34 30 52 75.5 59.0 175.0 17 32 42 30 34 28

20 31.6 36.0 230 M36 36 93.5 34 30 52 75.5 59.0 175.0 17 32 42 30 34 28

22 37.7 43.0 257 M42 44 110.5 41 37 63 88.5 69.5 208.5 21 39 49 35 41 35

24 37.7 43.0 274 M42 44 110.5 41 37 63 88.5 69.5 208.5 21 39 49 35 41 35

26 44.0 50.0 302 M48 51 127.5 48 43 74 101.0 80.0 247.5 23 46 56 40 48 41

28 44.0 50.0 319 M48 51 127.5 48 43 74 101.0 80.0 247.5 23 46 56 40 48 41

30 51.0 58.0 344 M56 58 144.5 55 46 80 117.0 90.5 273.5 27 53 63 45 55 44

32 51.0 58.0 361 M56 58 144.5 55 46 80 117.0 90.5 273.5 27 53 63 45 55 44

34 60.7 64.0 372 M64 61 157.0 62 54 94 127.0 99.0 296.0 30 60 68 48 62 52

36 60.7 64.0 380 M64 61 157.0 62 54 94 127.0 99.0 296.0 30 60 68 48 62 52



HYEND Open Socket made from stainless steel


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S 355 Closed socket

S 460N Adjust- ment

øS øDv

max øDv Lv

Thread ø M

LG C ød BT O N J L V

06 14.9 17 89 M16 14 38.0 15 8 21 28 23.5 87.5 8

08 14.9 17 106 M16 14 38.0 15 8 21 28 23.5 87.5 8

10 21.9 25 133 M24 22 57.5 22 13 33 43 36.0 130.0 11

12 21.9 25 150 M24 22 57.5 22 13 33 43 36.0 130.0 11

14 29.0 33 178 M30 29 75.5 28 18 44 56 47.5 166.5 14

16 29.0 33 195 M30 29 75.5 28 18 44 56 47.5 166.5 14

18 37.7 43 234 M36 36 93.5 34 22 52 70 59.0 203.0 17

20 37.7 43 252 M36 36 93.5 34 22 52 70 59.0 203.0 17

22 44.0 50 274 M45 44 110.5 41 26 63 82 69.5 247.5 21

24 44.0 50 291 M45 44 110.5 41 26 63 82 69.5 247.5 21

26 51.0 58 318 M52 51 127.5 48 31 74 95 80.0 294.0 23

28 51.0 58 335 M52 51 127.5 48 31 74 95 80.0 294.0 23

30 63.2 72 366 M64 58 144.5 55 35 84 107 90.5 326.5 27

32 63.2 72 383 M64 58 144.5 55 35 84 107 90.5 326.5 27

34 66.0 75 400 M72x6 64 157.5 62 40 94 117 99.0 352.0 30

36 66.0 75 417 M72x6 64 157.5 62 40 94 117 99.0 352.0 30



HYEND Closed Socket made from unalloyed steel


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1.4462 / S 460 Closed socket 1.4462 / S 460

Adjust- ment

øS øDv max øDv Lv Thread

ø M LG C ød BT O N J L V

06 12.7 14.3 78 M16 14 38.0 15 8 21 28 23.5 87.5 8

08 12.7 14.3 95 M16 14 38.0 15 8 21 28 23.5 87.5 8

10 19.1 21.5 122 M22 22 57.5 22 13 33 43 36.0 130 11

12 19.1 21.5 139 M22 22 57.5 22 13 33 43 36.0 130 11

14 26.3 30.0 165 M30 29 75.5 28 18 44 56 47.5 166.5 14

16 26.3 30.0 182 M30 29 75.5 28 18 44 56 47.5 166.5 14

18 31.6 36.0 213 M36 36 93.5 34 22 52 70 59.0 203 17

20 31.6 36.0 230 M36 36 93.5 34 22 52 70 59.0 203 17

22 37.7 43.0 257 M42 44 110.5 41 26 63 82 69.5 247.5 21

24 37.7 43.0 274 M42 44 110.5 41 26 63 82 69.5 247.5 21

26 44.0 50.0 302 M48 51 127.5 48 31 74 95 80.0 294 23

28 44.0 50.0 319 M48 51 127.5 48 31 74 95 80.0 294 23

30 51.0 58.0 344 M56 58 144.5 55 34 80 107 90.5 326.5 27

32 51.0 58.0 361 M56 58 144.5 55 34 80 107 90.5 326.5 27

34 60.7 64.0 372 M64 61 157.0 62 40 94 117 99.0 352.0 30

36 60.7 64.0 380 M64 61 157.0 62 40 94 117 99.0 352.0 30



HYEND Closed Socket made from stainless steel


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Rope Threaded stud S 355 Length of thread

engagement

øS øDv max øDv LG ~Lv Thread

øM SW min

06 14.9 17 60 142 M14 - 14

08 14.9 17 60 159 M16 - 14

10 21.9 25 80 204 M20 21 20

12 21.9 25 80 221 M22 21 20

14 29.0 33 110 276 M27 27 27

16 29.0 33 110 293 M30 27 27

18 37.7 43 130 349 M33 36 33

20 37.7 43 130 367 M36 36 33

22 44.0 50 160 420 M39 41 39

24 44.0 50 160 437 M42 41 39

26 51.0 58 190 491 M45 50 45

28 51.0 58 190 508 M48 50 45

30 63.2 72 220 573 M52 60 52

32 63.2 72 220 590 M56 60 52

34 66.0 75 250 632 M60 65 60

36 66.0 75 250 649 M64 65 60



HYEND Threaded Stud made from unalloyed steel


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Rope Swaged fitting 1.4462 / S460 Thread Length of thread

engagement

øS øDv max øDv LG ~Lv Thread

øM SW min

06 12.7 14.3 60 134 M12 - 12

08 12.7 14.3 60 151 M12 - 12

10 19.1 21.5 80 195 M18 20 18

12 19.1 21.5 80 212 M18 20 18

14 26.3 30.0 110 273 M22 27 22

16 26.3 30.0 110 290 M22 27 22

18 31.6 36.0 130 339 M27 32 27

20 31.6 36.0 130 356 M27 32 27

22 37.7 43.0 160 408 M33 36 33

24 37.7 43.0 160 425 M33 36 33

26 44.0 50.0 190 478 M39 41 39

28 44.0 50.0 190 495 M39 41 39

30 51.0 58.0 220 550 M45 50 45

32 51.0 58.0 220 567 M45 50 45

34 60.7 65.0 250 611 M48 60 48

36 60.7 65.0 250 625 M48 60 48



HYEND Threaded Stud made from stainless steel

Documents

General Technical Approval - FATZER Technical Approval No. Z-14.7-431 Page 4 of 8 | February 16th 2015 Z22402.14 1.14.7-32/14 The sockets in the annexes shall have metric ISO threads