european technical approval eta-10/0063

Centre Scientifique et Technique du Bâtiment 84 avenue Jean Jaurès Champs sur Marne FR-77447 Marne la Vallée Cedex 2 Tél. : (33) 01 64 68 82 82 Fax : (33) 01 60 05 70 37

Authorizedand notified according

to Article 10 of the CouncilDirective of 21 December 1988on the approximation of laws,regulations and administrativeprovisions of Member States

relating to constructionproducts

(89/106/EEC)

MEMBER OF EOTA

European Technical Approval ETA-10/0063 (English translation prepared by CSTB - Original version in French language)

Trade name: Nom commercial :

Glass clamp for tempered and laminated glass Agrafe de vitrage pour vitrage trempé et feuilleté

Holder of approval: Titulaire :

SWS Friedrich-Engels Str 12 DE-51545 WALDBRÖL GERMANY

Generic type and use of construction product:

Glazing Guardrail Kit

Type générique et utilisation prévue du produit de construction :

Kit de garde-corps en verre

Validity from/to: Validité du/au :

From 09/02/2011 to 27/05/2015 Du 09/02/2011 au 27/05/2015

Manufacturing plant: Usine de fabrication :

SWS Friedrich-Engels Str 12 DE-51545 WALDBRÖL GERMANY

This European Technical Approval contains: Le présent Agrément Technique Européen contient :

56 pages including 4 annexes 56 pages incluant 4 annexes

This European Technical Approval replaces ETA-10/0063 with validity from 27/05/2010 to 27/05/2015 Cet Agrément Technique Européen remplace l’ETA-10/0063 valide du 27/05/2010 au 27/05/2015

Organisation pour l’Agrément Technique Européen

European Organisation for Technical Approvals

- European Technical Approval ETA-10/0063

English translation by CSTB Validity from 09/02/2011 to 27/05/2015

I LEGAL BASES AND GENERAL CONDITIONS

1 - This European Technical Approval is issued by the Centre Scientifique et Technique du Bâtiment (CSTB) in accordance with:

- Council Directive 89/106/EEC of 21 December 1988 on the approximation of laws, regulations and administrative provisions of Member States relating to construction products

1, modified by the Council Directive 93/68/EEC of 22 July 1993

2;

- Décret n° 92-647 of July 8 19923 concerning the aptitude for the use of the products

of construction;

- Common Procedural Rules for Requesting, Preparing and the Granting of European Technical Approvals set out in the Annex of Commission Decision 94/23/EC

4;

- CUAP 04.04/36 Glazing guardrail kit applications May 2009.

2 - The Centre Scientifique et Technique du Bâtiment is authorised to check whether the provisions of this European Technical Approval are met. Checking may take place in the manufacturing plant (for example concerning the fulfilment of assumptions made in this European Technical Approval with regard to manufacturing). Nevertheless, the responsibility for the conformity of the products with the European Technical Approval and for their fitness for the intended use remains with the holder of the European Technical Approval.

3 - This European Technical Approval is not to be transferred to manufacturers or agents of manufacturer other than those laid down in the contact of the European Technical Approval ; or manufacturing plants other than those announced to the Centre Scientifique et Technique du Bâtiment.

4 - This European Technical Approval may be withdrawn by the Centre Scientifique et Technique du Bâtiment pursuant to Article 5 (1) of the Council Directive 89/106/EEC.

5 - Reproduction of this European Technical Approval including transmission by electronic means shall be in full. However, partial reproduction can be made with the written consent of the Centre Scientifique et Technique du Bâtiment. In this case, partial reproduction has to be designated as such. Texts and drawings of advertising brochures shall not contradict or misuse the European Technical Approval.

6 - The European Technical Approval is issued by the approval body in its official language. This version fully corresponds to the version circulated within EOTA. Translations into other languages have to be designated as such.

1 Official Journal of the European Communities no. L 40, 11.2.1989, p. 12. 2 Official Journal of the European Communities no. L 220, 30./.1993, p. 1. 3 Journal Officiel de la République française du 14 juillet 1992. 4 Official Journal of the European Communities no. L 17, 20.1.1994, p. 34.



II SPECIFIC CONDITIONS OF THE EUROPEAN TECHNICAL APPROVAL

1. Definition of product and intended use

1.1 Definition of product

The Glazing Guardrail Kit is composed of a glass pane, which is linked to the metallic members of the guardrail by glass clamps.

The definition of the kit includes a guardrail with handrail , a glass with or without holes and glass clamps.

Relevant to ETA: glass clamps and glazing.

NOT relevant to ETA: Handrail, posts and all metallic members of the guardrail except the glass clamps.

1.2 Intended use

This ETA covers a Glazing Guardrail Kit for use as a protective barrier for internal or external application.

The provisions, verifications and assessment methods included or referred to in this European Technical Approval have been written based upon the assumed working life of the Glazing Guardrail Kit for the intended use of 25 years when installed in the works (provided that the Glazing Guardrail Kit is subject to appropriate installation, use and maintenance). These provisions are based upon the current state of the art and the available knowledge and experience.

2. Characteristics of product and methods of verification

2.1 Characteristics of the product

2.1.1 Glazing Guardrail Kit

The storage of the glass pane takes place by clamping it between the EPDM-pads between the metallic upper and lower parts of clamps. An additional locking against sliding of the glass pane (fastener at corner or clamp with pin) is possible.



There are three kinds of installation:

• Installation type 1: at least one clamp with security pin in drilling of the glass pane (diameter of drilling d = 8 mm)

A

A

Glazing

glass clamp

with pin

section A-A

d

above / in front of

floor panel

glass clampwith pin

A

Glazing

α

A

• Installation type 2: two corner clamps at the bottom corners of the glass pane

glass clamp at corner

A

Glazing

A

Aabove / in front of

floor panel

Glazing

α

Asection A-A

d

glass clamp at corner

• Installation type 3: four clamps without locking against sliding of the glass pane

glass clamp

Glazing

d

section A-A

A

A

above floor panel A

glass clamp

Glazing

α

A



The different types of installation are not possible for all groups of glass clamps. The glazing of the guardrail kit can be mounted in front of the floor panel, if the glass clamps have additional locking against sliding of the glass pane. Without locking against sliding the glass pane has to be assembled over floor panel.

2.1.2 Metallic clamps

counter-sunk screw M6X16

(clamping screw)

EPDM

glazingupper part

lower part

internal hexagon screw M8x20(mounting screw)

metallic pin

(depending on application)

Figure 1 Cross-section of glass clamp

Table 1 Materials of parts of glass clamp

Part of clamp Materials

upper and lower,

metallic part of

clamp

− zinc alloys ZP0410 according to EN 12844: 1999-01 or

− corrosion resistant steel casting, material No. 1.4581 according to EN 10283:1998 or

− corrosion resistant steel casting, material No. 1.4308 according to EN 10283:1998

clamping screw − M6 x 16, A2/70 (counter-sunk screw) according to

EN ISO 10642: 1998-02 of stainless steel, material no. 1.4301 according to EN 10088-1:2005

mounting screw − M8 x 20, A2/70 (internal hexagon screw) according to

EN ISO 4762: 1998-02 of stainless steel with material no. 1.4301 according to EN 10088-1:2005

EPDM − detailed description of EPDM is deposited at CSTB.

metallic pin − detailed description of metallic pin is deposited at CSTB.

(item-code of SWS 99 003 2 00 or 99 002 2 00)



Table 2 Explanation of the item-code of SWS

Item-Code xx yyy z

xx kind of product 10: glass clamps for thermally toughened glass

15: glass clamps for laminated glass

yyy specification of

clamp

specification of glass clamps according to the following

tables and figures

z material

1: zinc alloy

5: stainless steel casting (1.4581)

9: stainless steel casting (1.4308)

Glass clamps for thermally toughened glass, groups A, B, C, D, E, F, G and H

Clamps of group A

Possible installation types: 1: “pin“ and 3: ”clamping“

glass thickn. installation clamp guardrail

[mm] type position post

10 001 5 8

10 002 5 10

10 003 5 12

10 001 9 8

10 002 9 10

10 003 9 12

10 025 5 8

10 026 5 10

10 027 5 12

10 025 9 8

10 026 9 10

10 027 9 12

clamping / pin edgecircular,

ø = 48,3mm

rectangular


ø = 48,3mm

clamping / pin edge rectangular

Item code

clamping / pin edge



Clamps of group B

Fastener at corner:

Possible installation types: 2: “fastener at corner“ and 3: “clamping“

Note: Installation type 2 with fastener at corner is possible for rectangular glass panes only.



10 051 1 8

10 052 1 10

10 051 5 8

10 052 5 10

10 051 9 8

10 052 9 10

10 056 1 8

10 057 1 10

10 061 1 8

10 062 1 10

10 076 1 8

10 077 1 10

10 076 5 8

10 077 5 10

10 076 9 8

10 077 9 10

10 081 1 8

10 082 1 10

10 086 1 8

10 087 1 10fastener at corner bottom left

circular,

ø = 42,4mm

clamping edge rectangular

clamping edgecircular,

ø = 42,4mm


ø = 42,4mm

fastener at corner bottom rightcircular,

ø = 42,4mm

fastener at corner bottom left rectangular


ø = 42,4mm


fastener at corner bottom right rectangular

Item code




Clamps of group C

Possible installation types: 1: ”pin“ and 3: ”clamping“



10 101 1 8

10 102 1 10

10 101 5 8

10 102 5 10

10 101 9 8

10 102 9 10

10 126 1 8

10 127 1 10

10 126 5 8

10 127 5 10

10 126 9 8

10 127 9 10

10 131 1 8

10 132 1 10

10 131 5 8

10 132 5 10

10 131 9 8

10 132 9 10clamping / pin edge

circular,

ø = 42,4mm


ø = 42,4mm


ø = 42,4mm

Item code





ø = 48,3mm


ø = 48,3mm


ø = 48,3mm



Clamps of group D

Possible installation type: 3: “clamping“


[mm] type position post10 151 1 8

10 151 5 8

10 151 9 8

10 176 1 8

10 176 5 8

10 176 9 8

10 181 1 8

10 181 5 8

10 181 9 8

edgeclamping

edgeclamping

clamping edge

Item code

circular

ø = 33,7mm

circular

ø = 42,4mm

rectangular

Clamps of group E

Fastener at corner:

Possible installation types: 1: “pin“ and 2: “fastener at corner“ and 3: “clamping“



glass thickn. installation clamp guardrail[mm] type position post

10 240 1 8

10 241 1 10

10 242 1 12

10 244 1 15

10 240 5 8

10 241 5 10

10 242 5 12

10 244 5 15

10 250 1 8

10 251 1 10

10 252 1 12

10 254 1 15

10 250 5 8

10 251 5 10

10 252 5 12

10 254 5 15

10 260 1 8

10 261 1 10

10 262 1 12

10 264 1 15

10 260 5 8

10 261 5 10

10 262 5 12

10 264 5 15

10 270 1 8

10 271 1 10

10 272 1 12

10 274 1 15

10 270 5 8

10 271 5 10

10 272 5 12

10 274 5 15

10 280 1 8

10 281 1 10

10 282 1 12

10 284 1 15

10 280 5 8

10 281 5 10

10 282 5 12

10 284 5 15

10 290 1 8

10 291 1 10

10 292 1 12

10 294 1 15

10 290 5 8

10 291 5 10

10 292 5 12

10 294 5 15

rectangular

rectangular

rectangular

rectangular

rectangular

rectangular

fastener at corner

fastener at corner

edge

clamping / pin edge

bottom right

edge

fastener at corner

bottom right

bottom right

fastener at corner

fastener at corner

fastener at corner

clamping / pin

bottom left

bottom left

Item code

bottom left

edge

bottom leftfastener at corner

clamping / pin

clamping / pin

fastener at corner

circular,

ø =42,4mm

circular,

ø =42,4mm

circular,

ø =42,4mm

circular,

ø =42,4mm

circular,

ø =42,4mm

circular,

ø =42,4mm

bottom right



Clamps of group F

Screw-on parts:

Item code 10 550 ff Item code 10 570 ff

Item code 10 560 f

Possible installation types: 3: “clamping“



10 500 1 8

10 501 1 10

10 502 1 12

10 500 5 8

10 501 5 10

10 502 5 12

circular

ø=42,4 or 60mm/

rectangular

edgeclamping

clamping edge

Item code

circular

ø=42,4 or 60mm/

rectangular



Clamps of group G

Possible installation types:

1: “pin“ and 2: “fastener at corner“ and 3: “clamping“

Notes:

• Installation type 2 with fastener at corner is possible for rectangular glass panes only.

• Insertion of a flip guard (item-code 10 990 1 00) is possible for all clamps.


[mm] type position post10 900 1 8

10 901 1 10

10 902 1 12

10 904 1 15

Item code

clamping / pin /

fastener at corner

circular

ø = 48,3mmcorner/edge

Clamps of group H

Possible installation types: 1: “pin“ and 3: “clamping“

pin





10 200 1 8

10 201 1 10

10 202 1 12

10 200 5 8

10 201 5 10

10 202 5 12

10 200 9 8

10 201 9 10

10 202 9 12

10 210 1 8

10 211 1 10

10 212 1 12

10 210 5 8

10 211 5 10

10 212 5 12

10 210 9 8

10 211 9 10

10 212 9 12

10 225 1 8

10 226 1 10

10 227 1 12

10 225 5 8

10 226 5 10

10 227 5 12

10 225 9 8

10 226 9 10

10 227 9 12

10 230 1 8

10 231 1 10

10 232 1 12

10 230 5 8

10 231 5 10

10 232 5 12

10 230 9 8

10 231 9 10

10 232 9 12


ø = 48,3mm


ø = 48,3mm


ø = 48,3mm


ø = 60mm


ø = 60mm


ø = 40mm


ø = 60mm


ø = 40mm


ø = 40mm



Item code




Glass clamps for laminated glass, groups I, II, III, IV, V and VI

Clamps of group I

Fastener at corner:

Possible installation types: 1: “pin“ and 2: “fastener at corner“



15 001 1 8,76

15 002 1 9,52

15 003 1 10,76

15 004 1 11,52

15 005 1 12,76

15 005 1 13.52

15 001 5 8,76

15 002 5 9,52

15 003 5 10,76

15 004 5 11,52

15 005 5 12,76

15 005 5 13.52

15 010 1 8,76

15 011 1 9,52

15 012 1 10,76

15 013 1 11,52

15 014 1 12,76

15 014 1 13.52

15 010 5 8,76

15 011 5 9,52

15 012 5 10,76

15 013 5 11,52

15 014 5 12,76

15 014 5 13.52

rectangular

rectangular

rectangular

rectangular

pin edge

pin edge

Item code

fastener at corner bottom right


flip guard

pin



15 015 1 8,76

15 016 1 9,52

15 017 1 10,76

15 018 1 11,52

15 019 1 12,76

15 019 1 13.52

15 015 5 8,76

15 016 5 9,52

15 017 5 10,76

15 018 5 11,52

15 019 5 12,76

15 019 5 13.52

15 020 1 8,76

15 021 1 9,52

15 022 1 10,76

15 023 1 11,52

15 024 1 12,76

15 024 1 13.52

15 020 5 8,76

15 021 5 9,52

15 022 5 10,76

15 023 5 11,52

15 024 5 12,76

15 024 5 13.52

15 025 1 8,76

15 026 1 9,52

15 027 1 10,76

15 028 1 11,52

15 029 1 12,76

15 029 1 13.52

15 025 5 8,76

15 026 5 9,52

15 027 5 10,76

15 028 5 11,52

15 029 5 12,76

15 029 5 13.52

15 030 1 8,76

15 031 1 9,52

15 032 1 10,76

15 033 1 11,52

15 034 1 12,76

15 034 1 13.52

15 030 5 8,76

15 031 5 9,52

15 032 5 10,76

15 033 5 11,52

15 034 5 12,76

15 034 5 13.52

rectangular

rectangular

fastener at corner bottom left




pin edge

bottom leftfastener at corner


circular,

ø = 42,4mm

circular,

ø = 42,4mm

circular,

ø = 42,4mm

circular,

ø = 42,4mm

circular,

ø = 42,4mm

circular,

ø = 42,4mmedgepin



Clamps of group II

Flip guard:

Possible installation types: 1: “pin“ and 2: “fastener at corner“

Notes:

• Installation type 2 with fastener at corner is possible for rectangular glass panes only.

• Insertion of a flip guard (item-code 15 990 1 00) is possible for all clamps.


[mm] type position post15 900 1 8,76

15 901 1 9,52

15 902 1 10,76

15 903 1 11,52

15 904 1 12,76

15 905 1 13,52

circular

ø = 48,3mm

pin / fastener at

corner

Item code

corner/edge

pin



Clamps of group III

Flip guard:

Possible installation type: 2: ”fastener at corner“

Notes:

• Insertion of a flip guard is necessary.

Flip guard with item-code 15 590 5 55 for glass thicknesses 12,76 – 16,76 mm

and flip guard with item-code 15 595 5 55 for glass thicknesses 17,52 – 21,52 mm.

flip guard




[mm] type position post15 500 5 12,76

15 501 5 13,52

15 502 5 14,76

15 503 5 15,52

15 504 5 16,76

15 510 5 17,52

15 511 5 18,76

15 512 5 19,52

15 513 5 20,76

15 514 5 21,52

15 520 5 12,76

15 521 5 13,52

15 522 5 14,76

15 523 5 15,52

15 524 5 16,76

15 530 5 17,52

15 531 5 18,76

15 532 5 19,52

15 533 5 20,76

15 534 5 21,52

Item code

fastener at corner

fastener at corner

fastener at corner

fastener at corner

circular

ø = 42,4mm

rectangularcorner/edge

rectangular

circular

ø = 42,4mm

corner/edge

corner/edge

corner/edge

Clamps of group IV




15 601 5 10,76

15 602 5 12,76

15 601 9 10,76

15 602 9 12,76

15 611 5 10,76

15 612 5 12,76

15 611 9 10,76

15 612 9 12,76clamping / pin edge

circular,

ø = 48,3mm

edge rectangular


ø = 48,3mm


clamping / pin

Item code



Clamps of group V

Possible installation types: 1:”pin“ and 3:”clamping“



15 621 1

15 621 5

15 621 9

15 631 1

15 631 5

15 631 9

15 641 1

15 641 5

15 641 9

10,76 clamping / pin edgecircular,

ø = 42,4mm

10,76 clamping / pin edge rectangular

Item code

edgecircular,

ø = 48,3mm10,76 clamping / pin



Clamps of group VI




15 651 1 10,76

15 652 1 12,76

15 651 5 10,76

15 652 5 12,76

15 651 9 10,76

15 652 9 12,76

15 661 1 10,76

15 662 1 12,76

15 661 5 10,76

15 662 5 12,76

15 661 9 10,76

15 662 9 12,76

15 671 1 10,76

15 672 1 12,76

15 671 5 10,76

15 672 5 12,76

15 671 9 10,76

15 672 9 12,76

15 681 1 10,76

15 682 1 12,76

15 681 5 10,76

15 682 5 12,76

15 681 9 10,76

15 682 9 12,76clamping / pin edge

circular,

ø = 48,3mm

circular,

ø = 48,3mmclamping / pin edge



ø = 40mm

Item code

circular,

ø = 40mm

edgeclamping / pin rectangular

rectangularedgeclamping / pin

clamping / pin edge

circular,

ø = 40mm

clamping / pin

clamping / pin edge

edge

clamping / pin edge

circular,

ø = 60mm

circular,

ø = 60mm

clamping / pin edge


ø = 60mm

circular,

ø = 48,3mm



2.1.3 Glazing

General requirements:

• The glass type has to be chosen following the respective national provisions for the intended use.*

• Glass panes have to be plane, all edges have to be polished.

• The characteristic strengths of glass are particularly considered by verifying the glass panes according to Annex C.

Possible glass types for the intended application are:

• Heat strengthened glass (TVG) according to EN 1863 part 1: Definition and description and Part 2: Evaluation of conformity/product standard and national provisions.

e.g. Germany: TVG acc. to technical approval.

• Thermally toughened safety glass (ESG-H) according to EN 14179 part 1: Definition and description, part 2: Evaluation of conformity/product standard and according to additional national provisions.

e.g. Germany ESG-H acc. to ”Bauregelliste A Teil 1 11.13”.

• Laminated plane glass according to EN 14449 Glass in building and respective national provisions.

• All thermally treated glass is made from float glass conform to EN 572 Glass in Building – Basic products – Part 1, 2, 4 and 5 and national provisions.

e.g. Germany acc. To “Bauregelliste A Teil 1 11.10”.

* e.g. Germany: The Glass type is to be chosen depending on the intended application according to the German regulations “Technische Regeln für die Verwendung von absturzsichernden Verglasungen (TRPV) – Schlussfassung Januar 2003” and “Technische Regeln für die Bemessung und die Ausführung punktförmig gelagerter Verglasungen (TRPV) – Schlussfassung August 2006“.

B

B

glazing *H

α

glazing *

au

H

ar

ao

as

au

ar

as

ao

Figure 2 Dimensions for installation types 3:“clamping” and 1:“pin”



B

α

B

HH

glazing *

glazing *

ar

ar

as

ao

ao

as

Figure 3 Dimensions for installation type 2: ”fastener at corner”

* plane glass with polished edges

Table 3 Definitions for Figure 2 and Figure 3

dimensions [mm] min. [mm] max. [mm]

ao distance upper glazing edge to

central axis of upper clamp 150 150

au distance lower glazing edge to

central axis lower clamp 150 150

as distance handrail to glazing edge 10

50 without edge guard

120 with edge guard* (e.g. Germany)

110 with edge guard* (e.g. France

ar distance floor to glazing edge 10

50 without edge guard

120 with edge guard* (e.g. Germany)

110 with edge guard* (e.g. France

H height of glazing see the minimum and maximum glazing formats in

Annex A for each group of clamps B breadth of glazing

* Additional or deviant national provisions must be respected.



2.2 Methods of verification

The product characteristics, methods of verification and assessment criteria, which are relevant for the fitness of the Glazing Guardrail Kit for the intended use are given in 0.

Table 4 Product characteristics and methods of verification and assessment

Nb Product characteristic Performance

Essential Requirement 1: Mechanical resistance and stability

1

Not relevant

Essential Requirement 2: Safety in case of fire

2 Not applicable on the kit

Essential Requirement 3: Hygiene, health and environment

3 Content and/or release of dangerous substances

No dangerous substances

Essential Requirement 4: Safety in use

4 Design dimensions see 0

5 Imposed load resistance of handrail

The handrail of the Glazing Guardrail Kit has to be verified according to national provisions for each application on site.

6

Impact resistance

France: M50/600J according to NF P 01-013

Germany: Category C according to “Technische Regeln für die

Verwendung von absturzsichnernden Verglasungen (TRAV) –

Schlussfassung Januar 2003”

see Annex A

7 Wind resistance see Annex B

8 Safety against personal injuries by contact Passed (polished edges)

Essential Requirement 5: Protection against noise

Not relevant

Essential Requirement 6: Energy economy and heat retention

Not relevant

General aspects relating to fitness for use

9 Serviceability /



The product components’ characteristics, methods of verification and assessment criteria which are relevant for the fitness of the Glazing Guardrail Kit for the intended use are given in 0 and 0.

Table 5 Characteristics of glass and methods of verification and assessment

ER Product characteristic Performance


2 Reaction to fire NPD

Essential Requirement 4: Safety in use

4 Glass classification See section 2.1.3

5 Strength resistance See Annex C


Durability

Conformity to EN 1863, EN 14179

and EN 14449

Table 6 Characteristics of glass clamps

ER Product characteristic Performance


1 Reaction to fire A1 for metallic clamps

Essential requirement 4: Safety in use

2 Load capacity see Annex D


3 Durability

Atmosphere must be chosen according to the restrictions given for the materials acc. to 0.



3. Evaluation of Conformity and CE marking

3.1 Attestation of conformity system

The systems of attestation of conformity specified by the European Commission detailed in the Commission decision 96/579/CE:

System 1: applicable to the Glazing Guardrail Kit

System 1

(a) Tasks for the manufacturer:

• factory production control,

• testing of samples taken at the factory by the manufacturer in accordance with a prescribed test plan.

(b) Tasks for the approved body:

• initial type testing of the product,

• initial inspection of the factory and of factory production control,

• continuous surveillance, assessment and approval of the factory production control.

3.2 Tasks and responsibilities of the manufacturer and notified bodies

3.2.1 Tasks of the manufacturer

The clamps for the Glazing Guardrail Kit are mounted by SWS whereas the different parts of the clamps are produced by supplier companies. The supplier underlies a constant quality control and assessment by SWS. The requirements concerning material composition, surface quality and dimensions are defined by SWS.

The corner stones of the actions to be undertaken by SWS in the procedure of attestation of conformity are laid down in the following table:



Nr Production

step Criteria

Requirements/

Tolenrances Checking

means Checking frequency

Verification/ Reference documents

1 Supplier

Material

Zinc alloy Z410

SWS order specification acc. to EN 12844

Analysis of material

composition by supplier

At each delivery

- EN 12844 - supplier

certificate

Stainless steel

1.4581

SWS order specification acc. to 10283



At each delivery


certificate

Stainless steel

1.4308

SWS order specification acc. to 10283



At each delivery


certificate

Surface quality/

Grinding pattern

SWS order specifications Visual At each delivery

SWS order specification

Dimensions SWS product drawing Visual At each delivery

SWS product drawing

2 SWS Check on incoming parts

Material

Zinc alloy Z410

EN 12844 Spectral analysis

Random

- material certificate provided by supplier

- EN 12844 - SWS test

report

Stainless steel

1.4581 EN 10283

Spectral analysis

- 4 x 1 sample of every incoming delivery

- Lot size 3%*

- material certificate provided by supplier

- EN 12844 - SWS test

report

Stainless steel

1.4308 EN 10283

Surface quality/

Grinding pattern

SWS order specifications visual Lot size 3%* SWS test

report

Dimensions SWS product drawings Calliper/ thread

gauge Lot size 3%*

SWS test report

3 SWS Check

during mounting

Surface (coating etc)

SWS order specifications microscope 100% Not recorded

Casting quality EN 12844/EN 10283 scale counter 100% Not recorded

Dimensions SWS product drawing calliper 100% Not recorded

4 SWS Check on

the final product

Surface no visible damages visual 100% Not recorded

Packaging no visible damages visual 100% Not recorded

* The lot size results from the statistic on substandard goods delivered by a supplier per year. The result of this statistic is the basis for the calculation of the batch size for the following year. The lot size can be reduced to 1% for A-suppliers. If the number of substandard goods exceeds 5% of the total amount of products, regulations are made with the respective supplier.



3.2.2 Tasks of notified bodies

The corner stones of the actions to be undertaken by the notified body in the procedure of attestation of conformity for the Glazing Guardrail Kit are laid down in the following table.

The manufacturer shall exercise permanent internal control of production. All the elements, requirements and provisions adopted by the manufacturer shall be documented in a systematic production control system shall ensure that the product is in conformity with the ETA.

Manufacturers having a FPC system complying with EN ISO 9001: 2000 and addressing the requirements of an ETA are recognized as satisfying the FPC requirements of the Directive (according to CPD – Guidance Paper B).

Nr Subject/type of control (product, raw/constituent material, component - indicating characteristic concerned)

Initial type-testing of the product (ITT)

1 For initial type testing, the results of the tests performed as part of the assessment for the ETA

shall be used unless there are changes in the production line or plant.

Initial inspection of factory and factory production control (FPC)

2 The approved body shall ascertain that, in accordance with the prescribed test plan, the

factory and the factory production control are suitable to ensure continuous and orderly

manufacturing of the guardrail glazing kit according to the specification given in the ETA.

Continuous surveillance, judgment and assessment of factory production control (FPC)

3 The approval body shall visit the factory twice* a year. It has to verify the continuing conformity

to the ETA, taking into account the prescribed test plan.

* The number of inspections can be reduced to one audit per year for the firms whose quality assurance system is certified by an approved body in accordance with standard EN ISO 9001 of December 2000, and provided the quality assurance system is applied to the manufacture of the products covered by the Technical Application Document.



3.3 CE marking and accompanying information

According to Council Directive 93/68/EEC the CE marking consists of the letters "CE" in the form laid down in the Directive, followed by the identification number of the notified certification body, where applicable. For products subject to Council Directive 89/106/EEC the identification number of the notified certification body shall be given as system 1 of attestation of conformity applies.

The CE marking of the Glazing Guardrail Kit shall be accompanied by the following information:

• the name and address of the producer (legal entity responsible for the manufacture),

• the last two digits of the year in which the CE marking was affixed,

Example of CE marking and accompanying information:

XXX

“CE” – Symbol.

Number of Notified Body.

Any company, Any address

XX

XXXX-CPD-XXXX

Name and address of the manufacturer or his representative established in the EEA and of the plant where the product was manufactured.

Two last digits of year of affixing CE Marking.

Number of EC certificate of conformity.

ETA N° 10/XXXX

Use category

ETA Number.

Relevant performance characteristics and/or designation code.



4. Assumptions under which the fitness of the product for the intended use was favourably assessed

4.1 Packaging, transport, storage of the product

Packing, storage and transport must ensure the protection of the glass clamps against damage, e.g. breakage, scratching, spalling or contamination. On the arrival at the construction site, the glass clamps have to be intact.

Glass panes are to be moved using adequate transportation aids. The edges have to be protected at any time. When storing the glass panes, suitable supports have to be provided in order to protect the glass pane edges and surfaces. The glass pane surfaces are to be protected against scratching during transport and storage.

4.2 Design

The design of the Glazing Guardrail Kit has to follow all national provisions for the intended field of application concerning e.g. glass type, end use conditions and type of breakage.

This European Technical Approval is applicable to the glass panes and clamps specified in chapter 2 and their intended use declared in chapter 1. In addition, the members of the Glazing Guardrail Kit (glass pane and clamps) are to be verified according to Annex B, Annex C and Annex D taking into consideration the specific national provisions.

All members not included in this ETA, as specified in chapter 1, have to be verified separately according to European and national standards.

The design of the substructure as well as the handrail has to secure a restraint-free support of the glass pane. No additional loads are to be applied on the glazing pane due to e.g. deformations of the substructure.

4.3 Installation of the product in the works

The application has to be carried out according to the manufacturer’s instructions. The manufacturer has to hand over the assembly instruction to the assembler. From the assembly instructions it is followed that, prior to installation, all components of the Glazing Guardrail Kit have to be checked for their perfect condition. Damaged components are not to be used. The conformity of the installed Glazing Guardrail Kit with the provisions of the ETA is attested by the executing assembler.

The design of the substructure as well as the handrail has to secure a restraint-free support of the glass pane. Glass/glass-contact and/or steel/glass-contact is to be avoided permanently.



4.4 Use, maintenance, repair

Damaged glass panes or damaged clamps have to be replaced immediately. The accessibility of the glass panes and clamps for maintenance and repair has to be secured. During the repair or replacement of the glass pane or clamps the surrounding area has to be safeguarded and suitable measures are to be taken to maintain the guardrail effect of the Glazing Guardrail Kit.

The original French version is signed by:

Le Directeur Technique C. BALOCHE



Notes:

• VSG means laminated glass

• ESG-H means thermally toughened glass, heat soaked

• TVG means heat-strengthened glass

• PVB means Polyvinylbutyral interlayer

A.1 Thermally toughened glass, groups A, B, C, D, E, F, G and H

TabTabTabTable 7le 7le 7le 7 Glass formats with verified impact resistance for group A clamps

min. max.

8 / only 1000 x 1000

10 500 x 800 up to 1300 x 1000

12 500 x 800 up to 1500 x 1000

verified glass formats B x H [mm]group Agroup Agroup Agroup A

glass thickness

[mm]

ESG-H

0° ≤ α ≤ 38°

Table 8Table 8Table 8Table 8 Glass formats with verified impact resistance for group B clamps

min. max.

8 500 x 800 up to 1000 x 1000

10 500 x 800 up to 1300 x 1000

verified glass formats B x H [mm]group Bgroup Bgroup Bgroup B

ESG-H

0° ≤ α ≤ 38°

glass thickness

[mm]

Table 9Table 9Table 9Table 9 Glass formats with verified impact resistance for group C clamps

min. max.

8 500 x 800 up to 1000 x 1000

10 500 x 800 up to 1300 x 1000

verified glass formats B x H [mm]

ESG-H

0° ≤ α ≤ 38°

glass thickness

[mm]group Cgroup Cgroup Cgroup C

Table 10Table 10Table 10Table 10 Glass formats with verified impact resistance for group D clamps

min. max.

ESG-H

0° ≤ α ≤ 38° 8

glass thickness

[mm]group Dgroup Dgroup Dgroup D


1000 x 1000up to500 x 800

Impact resistance Annex A

of European Technical Approval ETA-10/0063



Table 11Table 11Table 11Table 11 Glass formats with verified impact resistance for group E clamps

min. max.

10 500 x 800 up to 1300 x 1000

12 500 x 800 up to 1500 x 1000

15 500 x 800 up to 1700 x 1000

ESG-H

0° ≤ α ≤ 38°

glass thickness

[mm]group Egroup Egroup Egroup E


Table 12Table 12Table 12Table 12 Glass formats with verified impact resistance for group F clamps

min. max.

8 500 x 800 up to 1000 x 1000

10 500 x 800 up to 1300 x 1000

12 500 x 800 up to 1500 x 1000

glass thickness

[mm]

ESG-H

0° ≤ α ≤ 38°

group Fgroup Fgroup Fgroup Fverified glass formats B x H [mm]

Table 13Table 13Table 13Table 13 Glass formats with verified impact resistance for group G clamps

min. max.

8 500 x 800 up to 1000 x 1000

10 500 x 800 up to 1300 x 1000

12 500 x 800 up to 1500 x 1000

15 500 x 800 up to 1700 x 1000

ESG-H

0° ≤ α ≤ 38°

glass thickness

[mm]group Ggroup Ggroup Ggroup G


Table 14Table 14Table 14Table 14 Glass formats with verified impact resistance for group H clamps

min. max.

8 500 x 800 up to 1000 x 1000

10 500 x 800 up to 1200 x 1000

12 500 x 800 up to 1400 x 1000

group Hgroup Hgroup Hgroup Hglass thickness

[mm]verified glass formats B x H [mm]

ESG-H

0° ≤ α ≤ 38°





A.2 Laminated glass, groups I, II, III, IV, V and VI

Notes to 15, 16 and 17:

• VSG of ESG with 0,76 mm PVB or 1,52 mm PVB

• VSG of TVG only with 1,52 mm PVB

• X: interlayer of PVB (Polyvinylbutyral)

Table 15Table 15Table 15Table 15 Glass formats with verified impact resistance for group I clamps

min. max.

VSG of ESG

0° ≤ α ≤ 38° 4 . 4 . X 500 x 800 up to 1100 x 1000

4 . 6 . X 500 x 800 up to 1300 x 1000

5 . 5 . X 500 x 800 up to 1300 x 1000

6 . 6 . X 500 x 800 up to 1500 x 1000

group Igroup Igroup Igroup Iglazing assembly

[mm]


VSG of ESG

or

VSG of TVG

0° ≤ α ≤ 38°

Table 16Table 16Table 16Table 16 Glass formats with verified impact resistance for group II clamps

min. max.

VSG of ESG

0° ≤ α ≤ 38° 4 . 4 . X 500 x 800 up to 1100 x 1000

4 . 6 . X 500 x 800 up to 1300 x 1000

5 . 5 . X 500 x 800 up to 1300 x 1000

6 . 6 . X 500 x 800 up to 1500 x 1000

VSG of ESG

or

VSG of TVG

0° ≤ α ≤ 38°

verified glass formats B x H [mm]group IIgroup IIgroup IIgroup II

glazing assembly

[mm]

Table 17Table 17Table 17Table 17 Glass formats with verified impact resistance for group III clamps

min. max.

6 . 6 . X 500 x 800 up to 1500 x 1000

6 . 8 . X 500 x 800 up to 1600 x 1000

8 . 8 . X 500 x 800 up to 1700 x 1000

8 . 10 . X 500 x 800 up to 1800 x 1000

10 . 10 . X 500 x 800 up to 1900 x 1000

group IIIgroup IIIgroup IIIgroup III

VSG of ESG

or

VSG of TVG

0° ≤ α ≤ 38°

glazing assembly

[mm]






Notes to 18, 19 and 20:

• VSG of ESG only with 0,76 mm PVB

Table 1Table 1Table 1Table 18888 Glass formats with verified impact resistance for group IV clamps

min. max.

4 . 6 . 2 500 x 800 up to 1300 x 1000

5 . 5 . 2 500 x 800 up to 1300 x 1000

6 . 6 . 2 500 x 800 up to 1500 x 1000

group IVgroup IVgroup IVgroup IVglazing assembly

[mm]


VSG of ESG

0° ≤ α ≤ 38°

Table 19Table 19Table 19Table 19 Glass formats with verified impact resistance for group V clamps

min. max.

4 . 6 . 2 500 x 800 up to 1300 x 1000

5 . 5 . 2 500 x 800 up to 1300 x 1000

VSG of ESG

0° ≤ α ≤ 38°

verified glass formats B x H [mm]group Vgroup Vgroup Vgroup V

glazing assembly

[mm]

Table 20Table 20Table 20Table 20 Glass formats with verified impact resistance for group VI clamps

min. max.

4 . 6 . 2 500 x 800 up to 1300 x 1000

5 . 5 . 2 500 x 800 up to 1300 x 1000

6 . 6 . 2 500 x 800 up to 1500 x 1000

VSG of ESG

0° ≤ α ≤ 38°

group VIgroup VIgroup VIgroup VIglazing assembly

[mm]






The product’s “wind resistance” is given, when the product’s components, glass pane and clamps, are both verified. Chapter B.1 deals with the necessary verifications for the glass pane’s strength resistance. Chapter B.2 shows the procedure of verification for the glass clamp’s load capacity.

B.1 Glass - strength resistance

B.1.1 Principle of calculation and verification

The verification for the glass panes has to be done separately for each application in consideration of the specific conditions and national provisions.

The max. principal stresses σ1,0 [N/mm²] and deflections f1,0 [mm] for rectangular and parallelogram-shaped

(0 < α ≤ 38°) glass panes are calculated under an area load of 1,0 kN/m² and are shown in Table 21 to Table 34 in Annex C.

A shear stiffness of the PVB-interlayer between the two glass panes of the laminated glass has not been taken into account in these calculations. A factor F, which regards a shear stiffness of the PVB-interlayer between the two panes of the laminated glass can be used to consider this effect.

The max. princiThe max. princiThe max. princiThe max. principal stresses pal stresses pal stresses pal stresses σσσσ1,01,01,01,0 [[[[N/mm²] and deflections fN/mm²] and deflections fN/mm²] and deflections fN/mm²] and deflections f1,01,01,01,0 [mm][mm][mm][mm] for the different groups of clamps and glass pane for the different groups of clamps and glass pane for the different groups of clamps and glass pane for the different groups of clamps and glass pane formats are shown in formats are shown in formats are shown in formats are shown in Table 21 Table 21 Table 21 Table 21 to to to to table 34 in Annex C.table 34 in Annex C.table 34 in Annex C.table 34 in Annex C.

• Action:

- principal stresses σq and deflections fq for all area loads qk can be calculated basing on the max. principal stresses

σ1,0 and deflections f1,0: factor Qk = qk / 1,0 kN/m² (Q is unit-less)

stress: σq [N/mm²] = Qk x σ1,0 [N/mm²] deflection: fq [mm] = Qk x f1,0 [mm]

if load cases, partial factors for actions and/or the shear stiffness of the PVB-interlayer have to be considered:

stress: Σ σq,i = F x (Σ ψ 0,i x γq,i x Qk,i x σ1,0 )

deflection: Σ fq,i = F x (Σ ψ0,i x γq,i x Qk,i x f1,0 ) qk,i characteristic value of the variable action (area load) on glass (loading direction is normal to glass pane) Qk,i unit-less factor Qk,i = qk,i / 1,0 kN/m²

γq,i partial factor for variable actions ψ0,i factor for combination value of variable actions

Σ σd,i sum of principal stresses

Σ fq,i sum of deflections F factor, which regards a shear stiffness of the PVB-interlayer between the two panes of the laminated glass.

Wind resistance Annex B of European Technical Approval ETA-10/0063



• Reaction:

- σmax is the maximal permissible stress of the respective glass quality (float glass, heat strengthened glass, thermally toughened glass etc.) depending on national provisions.

- fmax is the maximal permissible deflection for the Glazing Guardrail Kit depending on national provisions.

- It has to be ensured, that the displacement does not cause a span width shortening ∆s, which leads to a slipping of the glass pane out of the clamps. The valid residual mounting depth smin has to be regarded depending on national provisions.

- ∆s can be calculated based on the sum of deflection Σ fq,i according to the following equation:

Mounting depth s [mm] (without deflection and span width shortening) of the glass panes for the different groups of clamps:

groupgroupgroupgroup AAAA BBBB CCCC DDDD EEEE FFFF GGGG HHHH IIII IIIIIIII IIIIIIIIIIII IVIVIVIV VVVV VIVIVIVI

s [mm] 28 19 37 24 25 16 25 30 19 19 35 28 37 30

• Verification:

- criteria of verification for ultimate limit state (ULS): Σ σq,i < σmax

- criteria of verification for serviceability limit state (SLS): Σ fq,i < fmax

- criteria of verification for the span width shortening: s - ∆s > smin

Notes:

• γQ,i, ψ0,i and γM according to national provisions.

• qk,i according to specific conditions on site.

• The verification is based on the concept of EN 1990:2002.

Wind resistance Annex B


2

max2 f

3

16BBs ⋅−−≈∆



B.1.2 Example for Germany

• Action:

- system: glass pane dimensions: 1200 x 1000 [mm], α = 25°, 2 x 6 mm (0,76 mm PVB) area load (wind): q = 1,25 kN/m² clamps of group H

- σ1,0 = 16,2 N/mm² and f1,0 = 7,6 mm (see Table 17)

- Qk,i = 1,25 kN/m²/ 1,0 kN/m² = 1,25 (unit-less factor)

γq,i = 1,0 and

ψ0,i = 1,0 because γq,i and ψ0,i don’t have to be considered. F = 1,0 because it’s not allowed to regard the shear stiffness of the PVB-interlayer (according to TRLV, chap. 5.1.2).

� Σ σq,i = 1,25 x 16,2 N/mm² = 20,25 N/mm²

� Σ fq,i = 1,25 x 7,6 mm = 9,5 mm

• Reaction:

- ULS: max. admissible principal stress for thermally toughened glass (ESG) in Germany according to TRLV:

σmax= 50 N/mm²

- SLS: maximal permissible deflection is L / 100 of the distance L between supports in the principle direction of load transfer: fmax = 1200 mm/100 = 12 mm

- Span width shortening: Σ fq,i = 9,5 mm � Σ ∆sq,i = 0,20 mm

• Verification:

- ULS: Σ σq,i < σmax � 20,25 N/mm² < 50 N/mm² � verified

- SLS: Σ fq,i < fmax � 9,5 mm < 12 mm � verified





B.1.3 Example for France

• Action:

- system: glass pane dimensions: 1200 x 1000 [mm], α = 25°, 2 x 6 mm (0,76 mm PVB) area load (wind): q = 1,25 kN/m² clamps of group H

- σ1,0 = 16,2 N/mm² and f1,0 = 7,6 mm (see Table 17)

- Qk,i = 1,25 kN/m²/ 1,0 kN/m² = 1,25 (unit-less factor)

γq,i = 1,5 for ULS and

γq,i = 1,0 for SLS ψ0,i = 1,0 because ψ0,i doesn’t have to be considered F = 0,88 a factor for example, which regards a shear stiffness of the PVB-interlayer (e.g. according to Cahier 3754 of CSTB).

� Σ σq,i = 0,88 x (1,5 x 1,25 x 16,2 N/mm²) = 26,73 N/mm²

� Σ fq,i = 0,88 x (1,0 x 1,25 x 7,6 mm) = 8,36 mm

• Reaction:

- ULS: max. admissible principal stress for thermally toughened glass (ESG) in France according to Cahier 3574,

tableau 12 (courte durée): σmax= 50 N/mm²

- SLS: maximal permissible deflection is L / 100 of the distance L between supports in the principle direction of load transfer, according to cahier 3574, tableau 11 (simple vitrage): fmax = 1200 mm/100 = 12 mm

- Span width shortening: Σ fq,i = 8,36 mm � Σ sq,i = 0,16 mm

• Verification:

- ULS: Σ σq,i < σmax � 26,73 N/mm² < 50 N/mm² � verified

- SLS: Σ fq,i < fmax � 8,36 mm < 12 mm � verified





B.2 Clamps – load capacity

B.2.1 Principle of calculation and verification

The verification for the clamps has to be done separately for each application in consideration of the specific conditions and national provisions.

The load capacity of each clamp for each group is shown in The load capacity of each clamp for each group is shown in The load capacity of each clamp for each group is shown in The load capacity of each clamp for each group is shown in Table 35 to Table 40 Table 35 to Table 40 Table 35 to Table 40 Table 35 to Table 40 in Annex Din Annex Din Annex Din Annex D....

• Action:

- Qk,i characteristic values of the variable action on one clamp (loading direction normal to glass pane) max Qk,i= B x H x qk,i x 1,18 / 4 for rectangular formats max Qk,i= B x H x qk,i x 1,44 / 4 for parallelogram-shaped formats

(0 < α ≤ 38°) with: B [m]: glass pane breadth* H [m]: glass pane height * * according to Figure 2 and Figure 3 qk,i [kN/m²]: characteristic value of the variable action (area load) on the glass (loading direction is normal to glazing pane)

- γQ,i partial factors for variable actions

- ψ0,i factor for combination value of variable actions

- Σ Ed = Σ ψ0,i x γQ,i x Qk,i sum of actions

• Reaction:

- Rk / γM = Rd

- Rk characteristic value for the load capacity of one clamp (see 0 to 0, loading direction normal to glass pane)

- γM partial factor for resistance

- Rd design value for the resistance of one clamp

• Verification:

- if Σ Ed / Rd < 1,0 � verified

Notes:

- γQ,i, ψ0,i and γM according to national provisions.

- Qk,i according to specific conditions on site.

- Based on the concept of EN 1990:2002





B.2.2 Example

• Action:

- system:

glazing dimension: 1200 x 1000 [mm], α = 25°, 2 x 6 mm (0,76 mm PVB), area load (max. wind load on glass pane): q = 1,25 kN/m², clamps of stainless steel alloy from group H

- γq,i = 1,5 for variable actions

- Qk,i max Qk,I = B x H x q x 1,44 / 4 (for parallelogram-shaped formats) = 1,2 m x 1,0 m x 1,25 kN/m² x 1,44 / 4 = 0,54 kN

- ψ0,i = 1,0, no ψ0,i has to be considered

- sum of actions: Σ Ed = Σ ψ0,i x γQ,i x Qk,i = 1,0 x 1,5 x 0,54 kN = 0,81 kN

• Reaction:

- characteristic values of the load capacity of one clamp for group H, see 0: Rk = 3,7 kN (smaller value of value for upper lower part of clamp)

- γM= 1,25 partial factor for stainless steel alloy

- Rd = Rk / γM= 3,7 / 1,25 = 2,96 kN design value of the resistance of upper part

• Verification:

- Ed/Rd = 0,81 kN / 2,96 kN = 0,27 < 1,0 � verified





The principal stress and the deflection of the glass panes of the Glazing Guardrail Kit of SWS are calculated for

rectangular and parallelogram-shaped (0 < α ≤ 38°) formats under an area load of 1,0 kN/m².

The results for the glass panes of different angles of inclination are merged for two fixed ranges of angles:

0°≤ α < 28° and 28°≤ α ≤ 38°.

Notes to Table 21 to Table 34:

• A shear stiffness of the PVB-interlayer between the two panes of the laminated glass has not been taken into account for the results given in 0 to Table 34. A factor, which regards a shear stiffness of the PVB-interlayer between the two panes of the laminated glass, can be considered if necessary, see chap. B.1.1.

• σ1,0 [N/mm²]: principal stress of glass calculated under an area load of 1,0 kN/m² f1,0 [mm]: deflection of glass calculated under an area load of 1,0 kN/m²

• 1 N/mm² = 1 MPa

The verifications of the strength resistance of the glass panes have to be performed according to chapter The verifications of the strength resistance of the glass panes have to be performed according to chapter The verifications of the strength resistance of the glass panes have to be performed according to chapter The verifications of the strength resistance of the glass panes have to be performed according to chapter B.1B.1B.1B.1....

C.1 Clamps for thermally toughened glass, groups A, B, C, D, E, F, G and H

Table 21Table 21Table 21Table 21 Group A, 0° ≤ α < 28° and 28° ≤ α ≤ 38°, area load q = 1,0 kN/m²

thicknessthicknessthicknessthickness heightheightheightheight breadthbreadthbreadthbreadth 0°≤ 0°≤ 0°≤ 0°≤ αααα < 28°< 28°< 28°< 28° 28°≤ 28°≤ 28°≤ 28°≤ αααα ≤ 38°≤ 38°≤ 38°≤ 38°

σσσσ 1,01,01,01,0 f f f f 1,01,01,01,0 σσσσ 1,01,01,01,0 f f f f 1,01,01,01,0

[mm] [mm] [mm] [N/mm²] [mm] [N/mm²] [mm]

8 800 500 6,3 0,3 3,9 0,2

8 1000

800 13,6 1,7 9,5 1,1

900 14,9 2,5 10,9 1,8

1000 16,1 3,6 12,5 2,7

1100 18,6 5,0 14,7 3,8

10 1000

1000 11,2 2,0 8,1 1,5

1100 12,1 2,8 9,5 2,1

1200 13,3 4,0 10,9 3,0

1300 14,6 5,4 12,4 4,1

12 1000

1200 10,1 2,4 7,6 1,8

1300 11,0 3,3 8,6 2,5

1400 11,8 4,4 9,7 3,3

1500 12,5 5,8 10,8 4,3

Glass – strength resistance Annex C




Table 22Table 22Table 22Table 22 Group B, 0° ≤ α < 28° and 28° ≤ α ≤ 38°, area load q = 1,0 kN/m²




8 800 500 6,2 0,5 4,7 0,2

8 1000

800 15,7 2,5 11,3 1,2

900 16,5 3,3 13,1 2,0

1000 17,3 4,5 15,1 3,1

1100 18,2 6,1 17,3 4,4

10 1000

1000 9,0 2,5 10,1 1,6

1100 9,6 3,3 11,5 2,4

1200 10,9 4,5 13,0 3,3

1300 12,7 6,0 14,5 4,5

Table 23Table 23Table 23Table 23 Group C, 0° ≤ α < 28° and 28° ≤ α ≤ 38°, area load q = 1,0 kN/m²

thicknessthicknessthicknessthickness heightheightheightheight breabreabreabreadthdthdthdth 0°≤ 0°≤ 0°≤ 0°≤ αααα < 28°< 28°< 28°< 28° 28°≤ 28°≤ 28°≤ 28°≤ αααα ≤ 38°≤ 38°≤ 38°≤ 38°



8 800 500 6,6 0,3 5,0 0,2

8 1000

800 15,1 1,7 12,6 1,0

900 17,8 2,3 14,9 1,6

1000 20,9 3,3 17,8 2,4

1100 25,4 4,5 21,2 3,4

10 1000

1000 12,8 1,9 11,6 1,4

1100 14,7 2,6 13,8 1,9

1200 16,7 3,6 16,3 2,7

1300 18,8 4,9 19,2 3,5





Table 24Table 24Table 24Table 24 Group D, 0° ≤ α < 28° and 28° ≤ α ≤ 38°, area load q = 1,0 kN/m²




8 800 500 4,1 0,3 4,7 0,2

8 1000

800 9,1 2,0 11,4 1,2

900 10,3 2,8 13,4 1,9

1000 11,6 4,0 15,5 3,0

1100 13,6 5,6 17,8 4,3

Table 25Table 25Table 25Table 25 Group E, 0° ≤ α < 28° and 28° ≤ α ≤ 38°, area load q = 1,0 kN/m²




10 800 500 7,3 0,4 5,9 0,3

10 1000

1000 13,1 2,2 9,7 1,5

1100 14,5 3,0 10,5 2,1

1200 15,8 4,0 12,0 2,9

1300 17,2 5,4 13,6 4,0

12 1000

1200 11,3 2,5 8,1 1,8

1300 12,3 3,3 8,9 2,5

1400 13,2 4,4 10,1 3,3

1500 14,2 5,8 11,3 4,3

15 1000

1400 8,8 2,4 6,7 1,8

1500 9,5 3,1 7,4 2,3

1600 10,1 4,0 8,2 3,0

1700 10,8 5,1 9,0 3,8





Table 26Table 26Table 26Table 26 Group F, 0° ≤ α < 28° and 28° ≤ α ≤ 38°, area load q = 1,0 kN/m²




8 800 500 4,5 0,3 5,1 0,2

8 1000

800 10,6 2,1 12,4 1,3

900 11,8 3,0 14,5 2,1

1000 12,9 4,3 16,7 3,2

1100 14,3 6,1 19,0 4,7

10 1000

1000 8,1 2,3 10,9 1,7

1100 9,3 3,2 12,4 2,5

1200 11,0 4,6 14,0 3,5

1300 12,8 6,3 15,7 4,7

12 1000

1200 7,7 2,7 9,8 2,0

1300 8,9 3,7 11,0 2,8

1400 10,3 5,0 12,2 3,7

1500 11,8 6,5 13,5 4,8





Table 27Table 27Table 27Table 27 Group G, 0° ≤ α < 28° and 28° ≤ α ≤ 38°, area load q = 1,0 kN/m²




8 800 500 8,2 0,5 5,9 0,3

8 1000

800 19,9 2,2 14,1 1,4

900 22,3 2,9 16,6 1,9

1000 24,7 4,0 19,3 2,7

1100 27,3 5,4 22,4 3,8

10 1000

1000 14,0 2,2 9,7 1,5

1100 15,4 3,0 10,5 2,1

1200 16,8 4,1 12,0 2,9

1300 18,3 5,4 13,6 4,0

12 1000

1200 11,9 2,5 8,1 1,8

1300 13,0 3,3 8,9 2,5

1400 14,1 4,5 10,1 3,3

1500 15,2 5,8 11,3 4,3

15 1000

1400 8,8 2,4 6,7 1,8

1500 9,5 3,1 7,4 2,3

1600 10,1 4,0 8,2 3,0

1700 10,8 5,1 9,0 3,8





Table 28Table 28Table 28Table 28 Group H, 0° ≤ α < 28° and 28° ≤ α ≤ 38°, area load q = 1,0 kN/m²

thickness height breadth 0°≤ αααα < 28° 28°≤ αααα < 38°

σσσσ 1,0 f 1,0 σσσσ 1,0 f 1,0


8 800 500 6,9 0,3 4,3 0,2

8 1000

800 16,1 1,7 10,3 1,1

900 18,4 2,4 12,3 1,7

1000 21,0 3,4 15,0 2,5

1100 24,9 4,8 18,6 3,7

10 1000

1000 12,5 1,9 8,5 1,4

1100 13,8 2,7 9,7 2,1

1200 15,3 3,8 11,2 2,9

1300 17,1 5,3 12,7 4,0

12 1000

1000 11,2 2,3 7,9 1,8

1100 12,3 3,2 8,9 2,4

1200 13,3 4,3 9,9 3,2

1300 14,5 5,7 11,1 4,2





C.2 Clamps for laminated glass, groups I, II, III, IV, V and VI

Table 29Table 29Table 29Table 29 Group I, 0° ≤ α < 28° and 28° ≤ α ≤ 38°, area load q = 1,0 kN/m²




8 (4+4) 800 500 12,2 2,0 9,3 1,3

8 (4+4) 1000

800 27,0 9,7 22,6 6,0

900 30,6 13,2 25,3 8,2

1000 34,3 18,1 28,3 11,9

1100 38,1 25,0 31,5 17,7

10 (4+6) 1000

1000 15,8 8,3 13,0 5,5

1100 17,5 11,5 14,5 8,1

1200 19,3 15,7 16,4 11,6

1300 21,0 21,6 18,9 15,9

10 (4+6) 1000

1000 23,5 8,8 19,4 5,6

1100 26,4 12,0 22,1 8,2

1200 29,3 16,1 25,0 11,7

1300 32,1 21,7 28,1 16,1

10 (5+5) 1000

1000 22,0 9,6 18,2 6,1

1100 24,6 13,1 20,5 9,1

1200 27,1 17,8 23,1 13,0

1300 29,7 24,1 26,2 17,9

12,76 (6+6)

1000

1200 19,0 10,5 16,2 7,6

1300 20,9 14,1 18,2 10,4

1400 22,8 18,9 20,4 14,0

1500 24,6 25,0 22,7 18,5

13,52 (6+6)

1000

1200 19,2 10,1 15,8 7,4

1300 21,0 13,9 18,1 10,3

1400 22,7 18,7 20,8 13,8

1500 24,5 24,7 23,6 18,2





Table 30Table 30Table 30Table 30 Group II, 0° ≤ α < 28° and 28° ≤ α ≤ 38°, area load q = 1,0 kN/m²




8 (4+4) 800 500 12,8 2,1 7,3 0,8

8 (4+4) 1000

800 28,5 10,0 18,8 4,8

900 31,9 13,4 22,1 7,8

1000 35,9 18,4 25,8 12,0

1100 40,1 25,2 29,9 17,6

10 (4+6) 1000

1000 16,5 8,5 11,9 5,5

1100 18,4 11,6 13,8 8,1

1200 20,4 15,8 15,8 11,5

1300 22,3 21,6 18,0 15,8

10 (4+6) 1000

1000 25,1 9,0 17,9 5,6

1100 28,4 12,1 20,6 8,2

1200 31,7 16,2 23,4 11,6

1300 35,1 21,7 26,5 15,9

10 (5+5) 1000

1000 23,2 9,8 16,7 6,2

1100 26,0 13,3 19,2 9,1

1200 28,2 17,9 21,9 12,9

1300 31,6 24,2 24,8 17,7

12,76 (6+6)

1000

1200 20,6 10,5 15,2 7,5

1300 22,8 14,1 17,2 10,3

1400 25,0 19,0 19,3 13,9

1500 27,1 25,0 21,5 18,2

13,52 (6+6)

1000

1200 20,5 10,1 15,3 7,4

1300 22,4 13,9 17,5 10,1

1400 24,4 18,7 19,9 13,6

1500 26,3 24,7 22,5 17,9





Table 31Table 31Table 31Table 31 Group III, 0° ≤ α < 28° and 28° ≤ α ≤ 38°, area load q = 1,0 kN/m²




12 (6+6) 800 500 5,7 0,4 5,7 0,4

12 (6+6) 1000

1000 23,2 3,5 17,9 2,2

1100 27,8 4,6 21,7 3,0

1200 33,1 6,0 26,3 4,2

1300 39,2 7,9 31,6 5,7

1400 46,0 10,1 37,6 7,6

1500 53,6 12,9 44,4 9,8

14 (6+8) 1000

1100 16,3 3,3 12,7 2,2

1200 19,6 4,3 15,4 3,1

1300 23,5 5,7 18,5 4,2

1400 28,0 7,4 21,9 5,6

1500 33,0 9,5 25,7 7,3

1600 38,6 12,1 29,9 9,2

16 (8+8) 1000

1200 14,0 3,1 11,0 2,2

1300 16,8 4,1 13,2 3,0

1400 20,0 5,3 15,6 4,0

1500 23,6 6,8 18,4 5,2

1600 27,5 8,6 21,4 6,6

1700 31,9 10,9 24,9 8,3

18 (8+10) 1000

1500 14,4 5,3 11,8 4,1

1600 17,0 6,9 13,8 5,2

1700 19,8 8,7 16,0 6,6

1800 23,0 10,8 18,5 8,1

20 (10+10) 1000

1600 12,9 5,2 10,4 3,9

1700 15,0 6,6 12,1 5,0

1800 17,4 8,2 14,0 6,2

1900 20,1 10,1 16,0 7,6





Table 32Table 32Table 32Table 32 Group V, 0° ≤ α < 28° and 28° ≤ α ≤ 38°, area load q = 1,0 kN/m²




10 (4+6) 800 500 5,4 0,4 5,3 0,2

10 (4+6) 1000

1000 32,1 4,0 28,3 2,7

1100 39,8 5,4 35,3 3,9

1200 48,4 7,2 43,3 5,5

1300 58,0 9,5 52,4 7,4

10 (5+5) 1000

1000 31,2 4,3 27,5 3,0

1100 38,5 5,9 34,3 4,3

1200 46,8 7,9 42,1 5,9

1300 56,1 10,4 50,8 8,0

Table 33Table 33Table 33Table 33 Group IV, 0° ≤ α < 28° and 28° ≤ α ≤ 38°, area load q = 1,0 kN/m²




10 (4+6) 800 500 5,2 0,5 5,2 0,3

10 (4+6) 1000

1000 25,9 5,2 21,6 3,8

1100 32,2 7,1 27,4 5,4

1200 39,7 9,6 34,0 7,5

1300 48,0 13,0 49,7 8,9

10 (5+5) 1000

1000 25,8 5,6 21,5 4,1

1100 32,0 7,7 27,3 5,9

1200 39,3 10,5 33,8 8,1

1300 47,5 14,1 48,9 9,6

12 (6+6) 1000

1200 26,3 6,2 22,6 4,8

1300 31,9 8,4 27,6 6,5

1400 38,2 11,1 33,7 8,5

1500 45,1 14,4 40,0 11,0





Table 34Table 34Table 34Table 34 Group VI, 0° ≤ α < 28° and 28° ≤ α ≤ 38°, area load q = 1,0 kN/m²




10 (4+6) 800 500 5,1 0,5 5,1 0,3

10 (4+6) 1000

1000 27,1 4,9 22,7 3,5

1100 33,6 6,7 28,7 5,0

1200 41,3 9,0 35,6 7,0

1300 49,9 12,1 50,9 8,3

10 (5+5) 1000

1000 26,7 5,3 22,5 3,8

1100 33,2 7,3 28,4 5,5

1200 40,6 9,8 35,2 7,6

1300 49,0 13,1 49,8 9,0

12 (6+6) 1000

1200 27,3 5,9 23,6 4,5

1300 33,0 7,8 28,8 6,1

1400 39,4 10,4 35,0 8,0

1500 46,4 13,4 41,4 10,3





Notes to Table 35 to Table 40:

• Recapitulation to item-code “xx yyy z“ of SWS according to 0: material “z” 1: zinc alloy 5: stainless steel casting (1.4581) 9: stainless steel casting (1.4308)

• Rk is the characteristic value of the load capacity of lower or upper part of one clamp.

The verificatThe verificatThe verificatThe verifications of the load capacity of the glass clamps have to be performed according to chapter ions of the load capacity of the glass clamps have to be performed according to chapter ions of the load capacity of the glass clamps have to be performed according to chapter ions of the load capacity of the glass clamps have to be performed according to chapter B.2.1B.2.1B.2.1B.2.1....

D.1 Clamps for thermally toughened glass, groups A, B, C, D, E, F, G and H

Table 35Table 35Table 35Table 35 Load capacity of clamps for the groups A, B, C, D

clampsclampsclampsclamps RRRRk k k k [kN][kN][kN][kN]

item code group lower part of

clamp

upper part of

clamp

10 001 5 10 002 9 10 025 5 10 026 9

A 10,2 6,3 10 001 9 10 003 5 10 025 9 10 027 5

10 002 5 10 003 9 10 026 5 10 027 9

10 051 1 10 056 1 10 076 9 10 086 1

B 6,1 4,5

10 051 5 10 057 1 10 077 1 10 087 1

10 051 9 10 061 1 10 077 5

10 052 1 10 062 1 10 077 9

10 052 5 10 076 1 10 081 1

10 052 9 10 076 5 10 082 1

10 101 1 10 102 9 10 127 5 10 132 1

C 3,5 2,6

10 101 5 10 126 1 10 127 9 10 132 5

10 101 9 10 126 5 10 131 1 10 132 9

10 102 1 10 126 9 10 131 5

10 102 5 10 127 1 10 131 9

10 151 1 10 176 1 10 181 1

D 3,9 3,7 10 151 5 10 176 5 10 181 5

10 151 9 10 176 9 10 181 9

Clamps – load capacity Annex D




Table 36Table 36Table 36Table 36 Load capacity of clamps for the groups E, F, G


item-code group lower part of

clamp

upper part of

clamp

10 240 1 10 240 5 10 241 1 10 241 5

E 9,0 6,6 10 242 1 10 242 5 10 244 1 10 244 5

10 270 1 10 270 5 10 271 1 10 271 5

10 272 1 10 272 5 10 274 1 10 274 5

10 250 1 10 250 5 10 251 1 10 251 5

E 8,7 5,6

10 252 1 10 252 5 10 254 1 10 254 5

10 260 1 10 260 5 10 261 1 10 261 5

10 262 1 10 262 5 10 264 1 10 264 5

10 280 1 10 280 5 10 281 1 10 281 5

10 282 1 10 282 5 10 284 1 10 284 5

10 290 1 10 290 5 10 291 1 10 291 5

10 292 1 10 292 5 10 294 1 10 294 5

10 500 1 10 500 5 10 501 1 10 501 5 F 20 9,0

10 502 1 10 502 5

10 900 1 10 901 1 10 902 1 10 904 1 G 5,1 4,5





Table 37Table 37Table 37Table 37 Load capacity of clamps for the group H



clamp

upper part of

clamp

10 200 1 10 200 5 10 200 9 10 201 1

H 5,9 3,7

10 201 5 10 201 9 10 202 1 10 202 5

10 202 9 10 210 1 10 210 5 10 210 9

10 211 1 10 211 5 10 211 9 10 212 1

10 212 5 10 212 9 10 225 1 10 225 5

10 225 9 10 226 1 10 226 5 10 226 9

10 227 1 10 227 5 10 227 9 10 230 1

10 230 5 10 230 9 10 231 1 10 231 5

10 231 9 10 232 1 10 232 5 10 232 9





D.2 Clamps for laminated glass, groups I, II, III, IV, V and VI

Table 38Table 38Table 38Table 38 Load capacity of clamps for group I



clamp

upper part of

clamp

15 001 1 15 001 5 15 002 1 15 002 5

I 9,0 5,6

15 003 1 15 003 5 15 004 1 15 004 5

15 005 1 15 005 5 15 020 1 15 020 5

15 021 1 15 021 5 15 022 1 15 022 5

15 023 1 15 023 5 15 024 1 15 024 5

15 010 1 15 010 5 15 011 1 15 011 5

I 8,7 5,6

15 012 1 15 012 5 15 013 1 15 013 5

15 014 1 15 014 5 15 015 1 15 015 5

15 016 1 15 016 5 15 017 1 15 017 5

15 018 1 15 018 5 15 019 1 15 019 5

15 025 1 15 025 5 15 026 1 15 026 5

15 027 1 15 027 5 15 028 1 15 028 5

15 029 1 15 029 5 15 030 1 15 030 5

15 031 1 15 031 5 15 032 1 15 032 5

15 033 1 15 033 5 15 034 1 15 034 5





Table 39Table 39Table 39Table 39 Load capacity of clamps for the groups II and III



clamp

upper part of

clamp

15 900 1 15 901 1 15 902 1 15 903 1 II 5,1 4,5

15 904 1 15 905 1

15 500 5 15 501 5 15 502 5 15 503 5

III 4,3 6,0

15 504 5 15 510 5 15 511 5 15 512 5

15 513 5 15 514 5 15 520 5 15 521 5

15 522 5 15 523 5 15 524 5 15 530 5

15 531 5 15 532 5 15 533 5 15 534 5

Table 40Table 40Table 40Table 40 Load capacity of clamps for the groups IV, V and VI

clamps Rk [kN]


clamp

upper part of

clamp

15 601 5 15 601 9 15 602 5 15 602 9 IV 10,2 6,3

15 611 5 15 611 9 15 612 5 15 612 9

15 621 1 15 621 5 15 621 9 15 631 1

V 3,5 2,6 15 631 5 15 631 9 15 641 1 15 641 5

15 641 9

15 651 1 15 651 5 15 651 9 15 652 1

VI 5,9 3,7

15 652 5 15 652 9 15 661 1 15 661 5

15 661 9 15 662 1 15 662 5 15 662 9

15 671 1 15 671 5 15 671 9 15 672 1

15 672 5 15 672 9 15 681 1 15 681 5

15 681 9 15 682 1 15 682 5 15 682 9



european technical approval eta-10/0063

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