Technical approval

ManualsBrandsSimpson Strong-Tie ManualsHardware - Hardware & Wood ConnectorsAngle connector ABR

ETA-Danmark A/S

Göteborg Plads 1

DK-2150 Nordhavn

Tel. +45 72 24 59 00

Fax +45 72 24 59 04

Internet ww.etadanmark.dk

Authorised and notified according

to Article 29 of the Regulation (EU)

No 305/2011 of the European

Parliament and of the Council of 9

March 2011

MEMBER OF EOTA

European Technical Assessment ETA-06/00106 of 14/10/2014

I General Part

Technical Assessment Body issuing the ETA and designated according to Article 29

of the Regulation (EU) No 305/2011: ETA-Danmark A/S

Trade name of the

construction product:

Simpson Strong-Tie Angle Brackets

See type numbers in section II.1 of the ETA

Product family to which

the above construction

product belongs:

Three-dimensional nailing plate (timber-to-timber/timber-to-

concrete angle bracket)

Manufacturer:

SIMPSON STRONG-TIE A/S

Hedegaardsvej 4 – 11, Boulstrup

DK-8300 Odder

Tel. +45 87 81 74 00

Fax +45 87 81 74 09

Internet www.simpsonstrongtie.dk

Manufacturing plant:

Simpson

Strong-Tie

A/S

Hedegaards

vej 4-11,

Boulstrup

8300 Odder

Denmark

Simpson

Strong-Tie

ZAC des

Quatre

Chemins

85400

Sainte

Gemme La

Plaine

France

Simpson

Strong-Tie

Winchester

Road

Cardinal Point

Tamworth

Staffordshire

B78 3HG

United

Kingdom

Simpson

Strong-Tie

5151

S. Airport

Way

Stockton

CA 95206

USA

Simpson

Strong-Tie

2600

International

Street

Columbus, OH

43228

USA

This European Technical

Assessment contains:

291 pages including 4 annexes which form an integral part

of the document

This European Technical

Assessment is issued in

accordance with

Regulation (EU) No

305/2011, on the basis of:

Guideline for European Technical Approval (ETAG) No. 015

Three Dimensional Nailing Plates, April 2013, used as

European Assessment Document (EAD).

This version replaces:

The ETA with the same number issued on 2014-08-25

Summary of content (291 pages)

PAGE 1
ETA-Danmark A/S Göteborg Plads 1 DK-2150 Nordhavn Tel. +45 72 24 59 00 Fax +45 72 24 59 04 Internet ww.etadanmark.
PAGE 2
Page 2 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 II SPECIAL CONDITIONS OF THE EUROPEAN TECHNICAL ASSESSMENT ................ 5 1 2 3 4 5 TECHNICAL DESCRIPTION OF PRODUCT AND INTENDED USE .................................................................................. 5 SPECIFICATION OF THE INTENDED USE IN ACCORDANCE WITH THE APPLICABLE EAD .......................................... 5 CHARACTERISTICS OF PRODUCT AND ASSESSMENT ...........................................
PAGE 3
Page 3 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 ANNEX D40 – E17/2 ................................................................................................................................................... 222 ANNEX D41 – E18/2.5 ................................................................................................................................................ 228 ANNEX D42 – E19/3 ......................................................................
PAGE 4
Page 4 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Translations of this European Technical Assessment in other languages shall fully correspond to the original issued document and should be identified as such. Communication of this European Technical Assessment, including transmission by electronic means, shall be in full (excepted the confidential Annex(es) referred to above).
PAGE 5
Page 5 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 II SPECIAL CONDITIONS OF THE EUROPEAN TECHNICAL ASSESSMENT 1 Technical description of product and intended use Technical description of the product This ETA covers the following angle bracket types: ABR90, AB90, ABR105, AB105, ABR70, AB70, E20/3, E9/2.5, E9S/2.
PAGE 6
Page 6 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 The provisions made in this European Technical Assessment are based on an assumed intended working life of the angle brackets of 50 years. The indications given on the working life cannot be interpreted as a guarantee given by the producer or Assessment Body, but are to be regarded only as a means for choosing the right products in relation to the expected economically reasonable working life of the works.
PAGE 7
Page 7 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 3 Characteristics of product and assessment Characteristic 3.1 Assessment of characteristic Mechanical resistance and stability*) (BWR1) Characteristic load-carrying capacity See Annex D Stiffness No performance determined Ductility in cyclic testing No performance determined 3.2 Safety in case of fire (BWR2) Reaction to fire 3.
PAGE 8
Page 8 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 3.9 Methods of verification Safety principles and partial factors The characteristic load-carrying capacities have been calculated considering different ratios between the partial factors for timber connections and steel cross sections. According to clause 6.3.
PAGE 9
Page 9 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 3.12 General aspects related to the use of the product Simpson Strong-Tie angle brackets types ABR90, AB90, ABR105, AB105, ABR70, AB70, E20/3, E9/2.5, E9S/2.
PAGE 10
Page 10 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 4 Assessment and verification of constancy of performance (AVCP) 4.1 AVCP system According to the decision 97/638/EC of the European Commission1, as amended, the system(s) of assessment and verification of constancy of performance (see Annex V to Regulation (EU) No 305/2011) is 2+.
PAGE 11
Page 11 of 291 of European Technical Assessment no.
PAGE 12
Page 12 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modifications and additions to the previous ETA-06/0106 valid from 2011-05-25 to 2014-08-12 Pages 25 27 34 49 95 96 156 162 - 229 230 234 236 Update Merging of ETA-06/0106 + ETA-07/0055 + ETA-07/0194 Update of table D1-1 - 2 angle brackets ABR90 Update of Ø4.
PAGE 13
Page 13 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modifications and additions to the previous ETA-06/0106 valid from 2008-10-27 to 2013-10-27 Pages 6,9 13 13,16 27 28 75, 76,79,80 77,78,81,82 83,84,85, 86 Update Add of the possible production of the brackets in stainless steel. 4.0x35 and 4.2x35 connector nails have been added. Angle bracket ABR100 have been added ABR100 nail pattern have been added. The formulas for combined forces have been revised.
PAGE 14
Page 14 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Annex B - Typical installation FIGURE B1 - BEAM TO BEAM CONNECTION FIGURE B2 - BEAM TO COLUMN CONNECTION FIGURE B3 - TRIMMER CONNECTION FIGURER B4 - POST TO BEAM CONNECTION FIGURE B5 - BEAM TO RIGID SUPPORT WITH BOLTS FIGURE B6 - POST TO RIGID SUPPORT WITH BOLTS Above are shown all the typical installation. Any other particular installation is described in the Annex D for the specific product.
PAGE 15
Page 15 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Annex C - Basis of design Annex C1 – Basis of Design All the general basis of design are given here. This rules applied to all products listed in this ETA except if something else is precised in Annex D for a particular product. Most of the capacities stated in the Annex D tables are modified characteristic capacities Rk,mod.
PAGE 16
Page 16 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Annex C2 – Definition of forces direction C2-1 : Forces - Beam to beam connection, beam to support with bolts Purlin Vertical flap Horizontal flap 2 Angle Brackets per connection Beam or support 1 Angle Bracket per connection Figure C2-1: Beam to beam connection, beam to support with bolts 2 angle brackets per connection The angle brackets must be placed at each side opposite to each other.
PAGE 17
Page 17 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 C2-2 : Forces – Beam to column connection One angle bracket per connection Figure C2-2-1: Beam to column connection – Angle bracket with a rib Beam Beam Column Column Flap turned downwards Flap turned upwards Figure C2-2-2: Beam to column connection – Angle bracket without a rib 1 angle bracket per connection Acting forces F1 Downward force acting along the central axis of the angle bracket.
PAGE 18
Page 18 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 C2-3 : Forces – Post to beam connection, post to support with bolts Timber, steel or concrete 2 Angle Brackets per connection Figure C2-3: Post to beam connection, post to support with bolts 2 angle brackets per connection The angle brackets must be placed at each side opposite to each other. Acting forces F1 Lifting force acting along the central axis of the joint.
PAGE 19
Page 19 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 C2-4 : Forces – Trimmer connection Figure B3: Trimmer connection 2 angle brackets per connection The angle brackets must be placed at each side opposite to each other. Acting forces F2 and F3 Lateral force parallel to the bend line in the angle bracket in the joint between the joist and the header.
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Page 20 of 291 of European Technical Assessment no.
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PAGE 22
Page 22 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Annex D - Product definition and capacities Annex D1 – ABR90 Product Name: Alternative name Product Name UK France Denmark Germany ABR90 E2/2.5/7090 E2/2.
PAGE 23
Page 23 of 291 of European Technical Assessment no.
PAGE 24
Page 24 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Table D1-1 2 Angle Brackets ABR90, beam to beam connection 2 ABR90 per connection Nailing Modified characteristic capacity per connection (kN) R1,k R 2,k = R 3,k R 4,k = R 5,k Load duration Connector nail according to ETA-04/0013 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 4,0x60 P 3,2 5,3 1,0 2,3 3,7 6,2 L Minimum Nailing 4+6 4,0 1,3 3,0 4,3 7,1 M See fig.
PAGE 25
Table D1-2 Page 25 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 1 Angle Bracket ABR90, beam to beam connection Load duration: P 1 Angle Bracket per connection Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k R4,k Connector nail according to ETA-04/0013: 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 Minimum nailing: 4+6 (fig.
PAGE 26
Table D1-3 Page 26 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 1 Angle Bracket ABR90, beam to beam connection Load duration: L 1 Angle Bracket per connection Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k R4,k Connector nail according to ETA-04/0013: 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 4,0x60 Minimum nailing: 4+6 (fig.
PAGE 27
Table D1-4 Page 27 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 1 Angle Bracket ABR90, beam to beam connection Load duration: M 1 Angle Bracket per connection Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k R4,k Connector nail according to ETA-04/0013: 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 4,0x60 Minimum nailing: 4+6 (fig.
PAGE 28
Table D1-5 Page 28 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 1 Angle Bracket ABR90, beam to beam connection Load duration: S 1 Angle Bracket per connection Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k R4,k Connector nail according to ETA-04/0013: 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 4,0x60 Minimum nailing: 4+6 (fig.
PAGE 29
Table D1-6 Page 29 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 1 Angle Bracket ABR90, beam to beam connection Load duration: I 1 Angle Bracket per connection Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k R4,k Connector nail according to ETA-04/0013: 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 4,0x60 Minimum nailing: 4+6 (fig.
PAGE 30
Page 30 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D1-7 1 Angle Bracket ABR90, beam to column connection Beam to column connection Modified characteristic capacity per connection (kN) 1 Angle Bracket ABR90 Load duration Nailing P Beam: 4 Column: 10 R1,k R2,k Connector nail according to ETA-04/0013 4,0x40 4,0x60 4,0x40 4,0x60 5,4 6,6 0,9 1,5 L 6,3 7,7 1,0 1,7 M 7,2 8,8 1,2 2,0 S 8,1 9,9 1,3 2,2 I 9,9 12,1 1,6 2,7 See fig.
PAGE 31
Page 31 of 291 of European Technical Assessment no.
PAGE 32
Page 32 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Annex D2 – AB90 Product Name: Alternative name Product Name UK France Denmark Germany AB90 -- E2/2.
PAGE 33
Page 33 of 291 of European Technical Assessment no.
PAGE 34
Page 34 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Table D2-1 2 Angle Brackets AB90, beam to beam connection 2 Angle Brackets AB90 per connection Nailing Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k R4,k = R5,k Load duration Connector nail according to ETA-04/0013 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 4,0x60 P L 2,2 2,4 3,1 3,4 3,3 3,9 4,4 5,2 Minimum nailing: 4+4 M See fig.
PAGE 35
Table D2-2 Page 35 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 1 Angle Bracket AB90, beam to beam connection 1 Angle Bracket per connection Nailing Minimum nailing: 4+4 (see fig.
PAGE 36
Page 36 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D2-3 1 Angle Bracket AB90, beam to column connection Beam to column connection Modified characteristic capacity per connection (kN) 1 Angle Bracket AB90 Nailing 4,0x40/4,0x60 Beam: 4 Column: 4 See fig. D2-4 Load duration R1,k P Flap turned downwards 3,8 Flap turned upwards 3,4 L 4,5 3,6 M 4,7 3,8 S 4,9 3,9 I 5,3 4,2 R2,k 0,7 End gab: max.
PAGE 37
Page 37 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 2 Angle Brackets AB90, beam to rigid support connection Table D2-5 modified characteristic capacities [kN] per connection R1,k R2/3,k 2 AB90 per connection connector nails according to ETA-04/0013 nailing 4,0x35 to 4,0x60 4,0x35 4,0x40 4,0x50 4,0x60 5,4/kmod 4,73 5,03 6,25 6,66 nailing (fig.
PAGE 38
Table D2-5 Page 38 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 1 Angle Brackets AB90, beam to rigid support connection modified characteristic capacities [kN] per connection R1,k R4,k connector nails according to ETA-04/0013 4,0x35 to 4,0x60 4,0x35 to 4,0x60 1 AB90 per connection nailing (fig.
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PAGE 40
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PAGE 41
Page 41 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Table D3-1 2 Angle Brackets ABR105, beam to beam connection 2 Angle Brackets ABR105 per connection Nailing Modified characteristic capacity per connection (kN) R1,k R 2,k = R 3,k R 4,k = R 5,k Load Connector nail according to ETA-04/0013 duration 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 4,0x60 P L Minimum nailing: 6+6 M See fig. D3-2 S I P Maximum nailing: 10+14 L M See fig.
PAGE 42
Table D3-2 Page 42 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 1 Angle Bracket ABR105, beam to beam connection Load duration: P 1 Angle Bracket per connection Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k R4,k Connector nail according to ETA-04/0013: 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 Minimum nailing: 6+6 (see fig.
PAGE 43
Table D3-3 Page 43 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 1 Angle Bracket ABR105, beam to beam connection Load duration: L 1 Angle Bracket per connection Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k R4,k Connector nail according to ETA-04/0013: 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 Minimum nailing: 6+6 (see fig.
PAGE 44
Table D3-4 Page 44 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 1 Angle Bracket ABR105, beam to beam connection Load duration: M 1 Angle Bracket per connection Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k R4,k Connector nail according to ETA-04/0013: 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 Minimum nailing: 6+6 (see fig.
PAGE 45
Table D3-5 Page 45 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 1 Angle Bracket ABR105, beam to beam connection Load duration: S 1 Angle Bracket per connection Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k R4,k Connector nail according to ETA-04/0013: 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 Minimum nailing: 6+6 (see fig.
PAGE 46
Table D3-6 Page 46 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 1 Angle Bracket ABR105, beam to beam connection Load duration: I 1 Angle Bracket per connection Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k R4,k Connector nail according to ETA-04/0013: 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 Minimum nailing: 6+6 (see fig.
PAGE 47
Page 47 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D3-7 1 Angle Bracket ABR105, beam to column connection Beam to column connection Modified characteristic capacity per connection (kN) 1 Angle Bracket ABR105 Load duration Nailing Beam: 6 Column: 14 R 1,k R2,k Connector nail according to ETA-04/0013 4,0x40 4,0x60 4,0x40 4,0x60 P 9,6 10,2 0,9 1,5 L 11,2 11,9 1,0 1,7 M 12,8 13,6 1,2 2,0 S 14,4 15,3 1,3 2,2 I 17,6 18,7 1,6 2,7 See fig.
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PAGE 52
Table D4-2 Page 52 of 291 of European Technical Assessment no.
PAGE 53
Page 53 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D4-3 1 Angle Bracket AB105, beam to column connection Beam to column connection Modified characteristic capacity per connection (kN) 1 Angle Bracket AB105 Nailing CNA4,0x40 Beam: 5 Column: 6 See fig. D4-4 CNA4,0x60 Beam: 5 Column: 6 See fig.
PAGE 54
Page 54 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 2 Angle Brackets AB105, beam to rigid support connection Table D4-5 modified characteristic capacities [kN] per connection R1,k R2/3,k 2 AB105 per connection connector nails according to ETA-04/0013 nailing nailing (fig.
PAGE 55
Page 55 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D4-7 1 Angle Brackets AB105, beam to rigid support connection modified characteristic capacities [kN] per connection R1,k R4,k connector nails according to ETA-04/0013 4,0x35 to 4,0x60 4,0x35 to 4,0x60 1 AB105 per connection nailing (fig.
PAGE 56
Page 56 of 291 of European Technical Assessment no.
PAGE 57
Page 57 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Table D5-1 2 Angle Brackets ABR70, beam to beam connection 2 Angle Brackets ABR70 per connection Nailing R1,k R2,k = R3,k Load Connector nail according to ETA-04/0013 duration 4,0x40 4,0x60 4,0x40 4,0x60 P Minimum nailing: 4+4 (See fig. D5-2) L M S I P Maximum nailing: 4+6 (See fig.
PAGE 58
Table D5-2 Page 58 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 1 Angle Bracket ABR70, beam to beam connection Load duration: P R1,k 1 Angle Bracket per connection R2,k = R3,k Modified characteristic capacity per connection (kN) R4,k R5,k Connector nail according to ETA-04/0013 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 Minimum nailing: 4+4 (see fig.
PAGE 59
Table D5-3 Page 59 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 1 Angle Bracket ABR70, beam to beam connection Load duration: L 1 Angle Bracket per connection Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k R4,k Connector nail according to ETA-04/0013 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 Minimum nailing: 4+4 (see fig.
PAGE 60
Table D5-4 Page 60 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 1 Angle Bracket ABR70, beam to beam connection Load duration: M 1 Angle Bracket per connection Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k R4,k Connector nail according to ETA-04/0013 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 Minimum nailing: 4+4 (see fig.
PAGE 61
Table D5-5 Page 61 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 1 Angle Bracket ABR70, beam to beam connection Load duration: S 1 Angle Bracket per connection Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k R4,k Connector nail according to ETA-04/0013 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 Minimum nailing: 4+4 (see fig.
PAGE 62
Table D5-6 Page 62 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 1 Angle Bracket ABR70, beam to beam connection Load duration: I 1 Angle Bracket per connection Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k R4,k Connector nail according to ETA-04/0013 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 Minimum nailing: 4+4 (see fig.
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PAGE 64
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PAGE 68
Page 68 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Table D7-1 E20/3, beam to beam connection 2 Angle Brackets E20/3 per connection Modified characteristic capacity per connection (kN) Nailing Minimum nailing: 12+9 (See fig.
PAGE 69
Table D7-2 Page 69 of 291 of European Technical Assessment no.
PAGE 70
Table D7-3 Page 70 of 291 of European Technical Assessment no.
PAGE 71
Page 71 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 E20/3, post to beam connection Table D7-4 2 Angle Brackets E20 per connection Modified characteristic capacity per connection (kN) R1, k R2,k = R3,k Load duration Connector nail according to ETA-04/0013 4,0x35 4,0x50 4,0x35 4,0x50 Nailing P 3,3 5,3 7,1 9,5 Vertical flap: 13 Horizontal flap: 8 L 3,9 6,2 8,2 11,1 M 4,4 7,1 9,4 12,7 (See fig.
PAGE 72
Table D7-6 Page 72 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 E20/3, beam to support with bolts.
PAGE 73
Table D7-7 Page 73 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 E20/3, post to support with bolts 2 Angle Brackets E20 per connection Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k Load duration: Connector nail according to ETA-04/0013: 4,0x35 4,0x50 4,0x35 4,0x50 Nailing: Vertical flap: 13 / Horizontal flap: 4 bolts (see fig.
PAGE 74
Page 74 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Annex D8 – E9/2.5 Product Name: Alternative name Product Name E9/2.5 UK France Denmark Germany -- -- -- -- Drawing: Figure D8-1 - E9/2.
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PAGE 76
Page 76 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Table D8-1 E9/2.5, beam to beam connection 2 Angle Brackets E9 per connection Modified characteristic capacity per connection (kN) Nailing Minimum nailing: 8+8 See fig. D8-2 R1, k R2,k = R 3,k Load duration Connector nail according to ETA-04/0013 4,0x35 4,0x50 4,0x35 4,0x50 1,1 1,9 P 4,0 5,3 1,0 1,6 L M S I P Maximum nailing: 12+14 See fig.
PAGE 77
Table D8-2 Page 77 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 E9/2.
PAGE 78
Table D8-3 Page 78 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 E9/2.
PAGE 79
Table D8-4 Page 79 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 E9/2.5, post to beam connection 2 Angle Bracket per connection Modified characteristic capacity per connection (kN) Load duration Nailing R1,k R2,k = R3,k Connector nail according to ETA-04/0013: 4,0x35 4,0x50 4,0x35 4,0x50 P 1,8 3,0 3,3 5,1 Vertical flap: 10 Horizontal flap: 14 L 2,1 3,5 3,9 6,0 M 2,4 4,1 4,4 6,8 See fig.
PAGE 80
Page 80 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Annex D9 – E9S/2.5 Product Name: Alternative name Product Name E9S/2.5 UK France Denmark Germany -- -- -- -- Drawing: Figure D9-1 - E9S/2.
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PAGE 82
Page 82 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Table D9-1 E9S/2.5, beam to beam connection 2 Angle Brackets E9S per connection Modified characteristic capacity per connection (kN) Nailing Minimum nailing: 8+6 See fig. D9-2 R1,k R2,k = R 3,k Load duration Connector nail according to ETA-04/0013 4,0x35 4,0x50 4,0x35 4,0x50 1,0 1,7 P 4,1 5,2 0,6 1,0 L M S I P Maximum nailing: 12+8 See fig.
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Table D9-2 Page 83 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 E9S/2.
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Table D9-3 Page 84 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 E9S/2.5, beam to beam connection 1 Angle Brackets per connection Modified characteristic capacity per connection (kN) R 1, k R 2,k = R 3,k Load Nailing duration Connector nail according to ETA-04/0013 4,0x35 4,0x50 4,0x35 4,0x50 f≤ 27: 33 f+44 f≤ 43: 40 f+44 f>27: 12 f f≤ 32: 35 f+44 f>43: 20 f f≤ 38: 44 f+44 f>32: 15 f f≤ 36: 37 f+44 f>38: 20 f f≤ 34: 47 f+44 P L Maximum nailing: 12+8 M See fig.
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Table D9-4 Page 85 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 E9S/2.5, post to beam connection 2 Angle Brackets E9S per connection Modified characteristic capacity per connection (kN) Nailing Load duration R1,k R2,k = R3,k Connector nail according to ETA-04/0013: 4,0x35 4,0x50 4,0x35 4,0x50 P 1,7 2,8 4,2 5,8 Vertical flap: 10 Horizontal flap: 8 L 2,0 3,3 4,9 6,8 M 2,3 3,9 5,6 7,7 See fig.
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Page 86 of 291 of European Technical Assessment no.
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Page 87 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Table D10-1 ABR9015, beam to beam connection – connector screws 2 Angle Bracket ABR9015 per connection Connector screw CSA5,0x40 according to Load duration P Modified characteristic capacity per connection (kN) R1,k 7,1 R2,k = R3,k R4,k = R5,k 6,3 3,8·b+207 e max 17,2 L 8,2 7,4 4,2·b+211 e max 20,0 Maximum nailing: 8+10 M 9,3 8,4 4,5·b+215 e max 22,7 See fig.
PAGE 88
Page 88 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D10-2 ABR9015, beam to beam connection – connector screws 1 Angle Bracket ABR9015 per connection Connector screw CSA5,0x40 according to ETA-04/0013: Load duration Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k f ≤ 28: 87,0 f+32 P f > 28: 40,5 f 3,2 f ≤ 29: 95,0 f+32 L Maximum nailing: 8+10 f > 29: 44,6 f 3,7 f ≤ 25: 102,0 f+32 M See fig.
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Page 89 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D10-3 ABR9015, beam to beam connection – connector nails kmodi = 1.
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Table D10-4 Page 90 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 ABR9015, beam to beam connection – connector nails Kmodi = 1.18 ABR9015 Nailing Load duration P L Maximum nailing: 8+10 M See fig.
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Page 93 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D11-2 ABR9020, beam to beam connection - connector screws 1 Angle Bracket ABR9020 per connection Connector screw CSA5,0x40 according to ETA-04/0013: Load duration Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k f ≤ 175: 57 f+29 P f > 175: 49,1 f+1 3,8 f ≤ 90: 64 f+29 L Maximum nailing: 8+10 f > 90: 49,1 f+1 4,4 f ≤ 60: 71,7 f+29 M See fig.
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Page 97 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D11-7 1 angle brackets ABR9020, beam to column modified characteristic capacity per connection [kN] R1,k Nailing 4+10 see fig.
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Page 98 of 291 of European Technical Assessment no.
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Page 99 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Table D12-1 2 angle brackets ABR100, beam to beam connection - connector screws Kmodi = 1.
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Table D12-2 Page 100 of 291 of European Technical Assessment no.
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Page 108 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Table D14-1 ABB40390, beam to beam connection - connector nails 2 Angle Brackets per connection Load duration S M Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k Connector nail according to ETA-04/0013 4,0x40 4,0x60 4,0x40 4,0x60 Minimum nailing: 3+3 (fig.
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Page 109 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D14-2 ABB40390, beam to beam connection - connector nails 1 Angle Bracket per connection Load duration P L M S I Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k Upper member may rotate Connector nail according to ETA-04/0013 4,0x40 4,0x60 4,0x40 4,0x60 Minimum nailing: 3+3 (fig.
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Table D14-3 Page 110 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 ABB40390, beam to beam connection - connector nails 1 Angle Bracket per connection Load duration P L Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k Upper member may rotate Connector nail according to ETA-04/0013 4,0x40 4,0x60 4,0x40 4,0x60 Maximum nailing: 3+5 (fig.
PAGE 111
Page 111 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Annex D15 – AE48 Product Name: Alternative name Product Name AE48 UK France Denmark Germany -- EB/7048 -- -- Drawing: Figure D15-1 - AE48 Material: Standard material : S250GD + Z275 according to EN 10346 Or stainless steel according to clause II-1 Nail pattern: Beam to beam connection Figure D15-2 a) Max. nailing with force F1, F4 and F5 b) Max./full nailing with force F2 and F3 c) Min.
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Page 112 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Table D15-1 AE48 - beam to beam connection - connector nails 2 Angle Brackets per connection Number of Nails Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k Connector nail according to ETA-04/0013 4,0x40 4,0x60 4,0x40 4,0x60 Load duration: S Minimum (fig.
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Table D15-2 Page 113 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 AE48 - beam to beam connection - connector nails 1 Angle Bracket per connection Number of Nails Minimum (fig. D15-2 c) Maximum (fig. D15-2 a+b) Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k Purlin may rotate Connector nail according to ETA-04/0013 4,0x40 4,0x60 4,0x40 4,0x60 Load duration: S min: min: 36 f+40 60 f+40 25 f+13 25 f+13 min: Minimum (fig. D15-2 c) Maximum (fig.
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Table D15-3 Page 114 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 AE48, beam to rigid support connection - connector nails 2 Angle Brackets per connection Modified characteristic capacity per connection (kN) Number of Nails in R1,k R2,k = R3,k vertical flap / 1 bolt Connector nail according to ETA-04/0013 in horizontal flap 4,0x40 4,0x60 4,0x40 4,0x60 Load duration: S 6,6 10,6 Maximum (fig.
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Page 115 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D15-4 AE48, beam to rigid support connection - connector nails 1 Angle Bracket per connection Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k Number of Nails in Purlin may rotate vertical flap / 1 bolt Connector nail according to ETA-04/0013 in horizontal flap 4,0x40 4,0x60 4,0x40 4,0x60 Load duration: S Maximum (fig.
PAGE 116
Page 116 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Annex D16 – AE76 Product Name: Alternative name Product Name AE76 UK France Denmark Germany -- EB/7076 -- -- Drawing: Figure D16-1 - AE76 Material: Standard material : S250GD + Z275 according to EN 10346 Or stainless steel according to clause II-1 Nail pattern: Beam to beam connection a) Figure D16-2 a) Max. nailing with force F1, F4 and F5 b) Max. nailing with force F2 and F3 c) Min.
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Page 117 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Table D16-1 AE76 - beam to beam connection - connector nails 2 Angle Brackets per connection Number of Nails Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k Connector nail according to ETA-04/0013 4,0x40 4,0x60 4,0x40 4,0x60 Load duration: S 3,7 R4,k = R5,k 4,0x40 4,0x60 min: min: 6,2 Minimum (fig.
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Page 118 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D16-2 AE76 - beam to beam connection - connector nails 1 Angle Bracket per connection Number of Nails Minimum (fig. D16-2 c+d) Maximum (fig. D16-2 a+b) Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k Purlin may rotate Connector nail according to ETA-04/0013 4,0x40 4,0x60 4,0x40 4,0x60 Load duration: S min: min: 63 f+40 104 f+40 35 f+8,5 35 f+8,5 min: Minimum (fig.
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Page 119 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D16-3 AE76 - beam to rigid support connection - connector nails 2 Angle Brackets per connection Modified characteristic capacity per connection (kN) Number of Nails in R1,k R2,k = R3,k vertical flap / 1 bolt Connector nail according to ETA-04/0013 in horizontal flap 4,0x40 4,0x60 4,0x40 4,0x60 Load duration: S 7,2 11,7 Maximum (fig.
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Table D16-4 Page 120 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 AE76 - beam to rigid support connection - connector nails 1 Angle Bracket per connection Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k Number of Nails in Purlin may rotate vertical flap / 1 bolt Connector nail according to ETA-04/0013 in horizontal flap 4,0x40 4,0x60 4,0x40 4,0x60 Load duration: S Maximum (fig.
PAGE 121
Page 121 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Annex D17 – AE116 Product Name: Alternative name Product Name AE116 UK France Denmark Germany -- -- -- -- Drawing: Figure D17-1 - AE116 Material: Standard material : S250GD + Z275 according to EN 10346 Or stainless steel according to clause II-1 Nail pattern: Beam to beam connection a) b) c) Figure D17-2 a) Max. nailing with force F1, F4 and F5 b) Max. nailing with force F2 and F3 c) Min.
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Page 122 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Table D17-1 AE116 - beam to beam connection - connector nails 2 Angle Brackets per connection Number of Nails Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k Connector nail according to ETA-04/0013 4,0x40 4,0x60 4,0x40 4,0x60 Load duration: S Minimum (fig.
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Table D17-2 Page 123 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 AE116 - beam to beam connection - connector nails 1 Angle Bracket per connection Number of Nails Minimum (fig. D17-2 c+d) Modified characteristic capacity per connection (kN) R1,k Purlin may rotate Connector nail according to ETA-04/0013 4,0x40 4,0x60 Load duration: S min: 71 f+40 R2,k = R3,k 4,0x40 4,0x60 7,5 10,2 8,6 12,0 6,6 9,1 7,6 10,6 42 f+13 Maximum (fig.
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Table D17-3 Page 124 of 291 of European Technical Assessment no.
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Table D17-4 Page 125 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 AE116 - beam to rigid support connection - connector nails 1 Angle Bracket per connection Modified characteristic capacity per connection (kN) R1,k Number of Nails in Purlin may rotate vertical flap / 2 bolts Connector nail according to ETA-04/0013 in horizontal flap 4,0x40 4,0x60 Load duration: S Maximum (fig.
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Table D17-5 Page 126 of 291 of European Technical Assessment no.
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Table D18-2 Page 130 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 AG40312 and AG40314 – beam/column to beam connection - connector nails 1 Angle Bracket per connection Load duration P Modified Characteristic capacity per connection (kN) R2,k = R3,k R1,k Purlin may rotate Connector nail according to ETA-04/0013 4,0x40 4,0x60 4,0x40 Beam/Purlin: 4+4 (fig.D18-2 a+c) Beam/Column: 4+4 (fig.
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Page 131 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D18-3 AG40412 and AG40414 – beam/column to beam connection - connector nails 2 Angle Brackets per connection Load duration S M Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k Connector nail according to ETA-04/0013 4,0x40 4,0x60 4,0x40 4,0x60 Beam/beam: 4+4 (fig. D18-2 a+c) Beam/Column: 4+4 (fig.
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Table D18-4 Page 132 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 AG40412 and AG40414 – beam/column to beam connection - connector nails 1 Angle Bracket per connection Load duration P L M S I f is in mm. Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k Purlin may rotate Connector nail according to ETA-04/0013 4,0x40 4,0x60 4,0x40 4,0x60 Beam/beam: 4+4 (fig. D18-2 a+c) Beam/Column: 4+4 (fig.
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Table D18-5 Page 133 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 AG40412 and AG40414 – beam/column to rigid support connection - connector nails/bolt 2 Angle Brackets per connection Load duration Characteristic capacity per connection (kN) R1,k R2,k = R3,k Connector nail according to ETA-04/0013 R4,k = R5,k 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 Beam/Purlin: Nails in hole no.: 11,12,15,16 / 1 bolt Beam/Column: Nails in hole no.
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Table D18-6 Page 134 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 AG40412 and AG40414 – beam/column to rigid support - connector nails/bolt 1 Angle Bracket per connection Load duration S M Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k Purlin may rotate Connector nail according to ETA-04/0013 4,0x40 4,0x60 4,0x40 4,0x60 Beam/rigid support: 4+1 (fig. D18-3 a+c) Column/rigid support: 4+1 (fig.
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Page 138 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Table D20-1 AJ60416 - beam to beam connection - connector nails 2 Angle Brackets per connection Modified characteristic capacity per connection (kN) R1,k R2,k = R3,k R4,k = R5,k Connector nail according to ETA-04/0013: Full nailing.
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Page 139 of 291 of European Technical Assessment no.
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Page 140 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Table D21-1 AJ80416 - beam to beam connection - connector nails 2 Angle Brackets per connection Modified characteristic capacity per connection (kN) R1,k Load duration R2,k = R3,k R4,k = R5,k Connector nail according to ETA-04/0013: Full nailing.
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Page 141 of 291 of European Technical Assessment no.
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Page 142 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Table D22-1 AJ99416 - beam to beam connection - connector nails 2 Angle Brackets per connection Modified characteristic capacity per connection (kN) Load duration R1,k R2,k = R3,k R4,k = R5,k Connector nail according to ETA-04/0013: Full nailing.
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Page 143 of 291 of European Technical Assessment no.
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Page 144 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Nail pattern: Beam to beam connection Figure D23-2 Beam to beam connection Full nailing It is possible to make connections with a knight bracket and one or two joist anchor.
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Table D23-1 Page 147 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 KNAG - beam to beam connection - connector nails 1 Knight Bracket and 1 or 2 joist anchors per connection Bracket type Modified characteristic capacity per connection Joist width mm 50 Min. Anchor force kN 7,5 No.
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Page 148 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Annex D24 – ES10 and ES11 Product Name: Alternative name Product Name UK France Denmark Germany ES10 -- -- -- -- ES10IX -- -- -- -- ES11 -- -- -- -- Drawing: Figure D24-1 – ES10 B from 40 to 160 Figure D24-2 – ES11 B from 40 to 80 B from 100 to 200 B 80 6 x10 2.
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Page 149 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Material: Standard material : S250GD + Z275 according to EN 10346 Or stainless steel according to clause II-1 Nail pattern: Figure D24-3 – ES10/40 to ES10/80 Beam to beam connection Vertical flap: Nailing in row no. 3, 4 and 5 Horizontal flap: Nailing in row no. 1, 2 and 5 ES10/40 ES10/80 Figure D24-4 – ES10/100 to ES10/160 Beam to beam connection Vertical flap: Nailing in row no.
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Page 158 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Design Basis: Figure D26-4 – Design basis One angle bracket per connection Acting forces F1 Downward force from the step acting close to the string .
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Page 161 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Table D27-1 ABR170 and ABR220 – beam/column to beam connection 2 Angle Brackets Characteristic capacity per connection [kN] per connection Connector nails according to ETA04/0013 CNA4,0x40 CNA4,0x50 CNA4,0x60 Load duration: M R1,k 8+5 nails (fig.27-2 A) 5,9 7,8 9,8 R2/3,k 14+5 nails (fig.
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Page 164 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Annex D28 – AB6983 Product Name: Alternative name Product Name AB6983 UK France Denmark Germany -- -- -- -- Drawing: Figure D28-1: AB6983 Material: S250GD + Z275 according to EN 10346 Nail pattern: Figure D28-2: AB6983 nail pattern Modified characteristic capacities: Modified characteristic capacity per connection (one shear connector per connection): Rlat,nail,k  9,29 R2 k  R3k  min .
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Page 165 of 291 of European Technical Assessment no.
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Page 166 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Modified characteristic capacity per connection (one shear connector per connection) : Fasteners: 7 + 12 threaded nails 4,0x l. Nail pattern A (Figure D29-2) Rlat,nailv ,k  5,60 R2 k  R3k  min . Rlat,nailh ,k  8,57 Fasteners: 7 + 12 threaded nails 4,0x l. Nail pattern B (Figure D29-2) Rlat,nailv ,k  5,60 R2 k  R3k  min .
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Page 167 of 291 of European Technical Assessment no.
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Page 168 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: One shear connector per connection. Timber/timber connection Fasteners: 9+7 threaded nails 4,0x l. (Figure D30-2) Modified characteristic capacity per connection: Rlat,nailv ,k  5,82 R2 k  R3k  min .
PAGE 169
Page 169 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Annex D31 – E5/1.5 Product Name: Alternative name Product Name UK France Denmark Germany E5/1.5 -- -- -- -- E5/1.5/11.22/11 -- -- -- -- E5/1.5/13 -- -- -- -- E5IX/1.5/122/11 -- -- -- -- Drawing: Ø12 A B Figure D31-1: E5/1.5 A – E5/1.5 B – E5/1.5/11.22/11 and E5IX/1.5/1122/11 C – E5/1.5/13 C Material S250GD + Z275 according to EN 10346 Except for E5IX/1.
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Page 170 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Nail pattern: A Timber to timber connection B Timber to concrete connection C timber to timber Figure D31-2: E5/1.
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Page 171 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Table D31-1 E5/1.5 - timber to timber connection – 1 angle bracket (nail pattern A) The capacities given in the table below are valid for E5/1.5, E5/1.5/11.22/11 and E5IX/1.
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Page 172 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D31-2 E5/1.5 - timber to timber connection – 2 angle brackets (nail pattern A) The capacities given in the table below are valid for E5/1.5, E5/1.5/11.22/11 and E5IX/1.
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Page 173 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D31-3 E5/1.5 - timber to rigid support connection – 1 angle bracket (nail pattern B) The capacities given in the table below are valid for E5/1.5, E5/1.5/11.22/11 and E5IX/1.
PAGE 174
Page 174 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D31-4 E5/1.5 - timber to rigid support connection – 2 angle brackets (nail pattern B) The capacities given in the table below are valid for E5/1.5, E5/1.5/11.22/11 and E5IX/1.
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Page 175 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D31-5 E5/1.
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Page 176 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D31-6 E5/1.
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Page 177 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D31-7: E5/1.5 - timber to timber connection - 2 angle brackets (nail pattern C) The capacities given in the table below are valid for E5/1.5, E5/1.5/11.22/11 Beam to beam connection - Characteristic capacity per connection (kN) Number of fasteners R1,k R2,k Joist 2 x 7 nails Support 2 x 6 nails 4.0x35 6,1 4.0x40 7,1 4.0x50 8,6 4.0x60 9,3 4.0x35 9,8 4.0x40 10,8 4.0x50 13 4.0x60 14 Table D31-8: E5/1.
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Page 184 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D32-5: E5/2 - timber to timber connection - 2 angle brackets (nail pattern C) Beam to beam connection - Characteristic capacity per connection (kN) Number of fasteners R1,k R2,k Joist 2 x 7 nails Support 2 x 6 nails 4.0x35 6,1 4.0x40 7,1 4.0x50 8,6 4.0x60 9,8 4.0x35 9,8 4.0x40 10,7 4.0x50 13,0 4.
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Page 191 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Annex D34 – E4/2.5 Product Name: Alternative name Product Name E4/2.5 UK France Denmark Germany -- -- -- -- Drawing: Option: round hole or oblong hole Figure D34-1: E4/2.5 Material: Standard material : S250GD + Z275 according to EN 10346 Or stainless steel according to clause II-1 Nail pattern: Figure D34-2 : E4/2.
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Page 192 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Table D34-1 E4/2.5 - timber to timber connection – 1 angle bracket Table 8 Beam to beam connection Modified characteristic capacity per connection (kN) Partial nailing: 4+4 (fig. D34-2 A) Load duration Full nailing 8+6 (fig.
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Page 193 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D34-2 E4/2.5 - timber to timber connection – 2 angle brackets Beam to beam connection - Characteristic capacity per connection (kN) Number of fasteners R1,k R2,k Joist Support 4.0x35 4.0x40 2 x 8 nails 6 nails 5,5 6,3 Connector nail according to ETA-04/0013 Table D34-3 4.0x50 7,2 4.0x60 7,6 4.0x35 7,6 4.0x40 8,3 4.0x50 10,1 4.0x60 10,7 E4/2.
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Page 196 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Table D35-1 E6/2 - timber to timber connection – 1 angle bracket Modified characteristic capacity per connection (kN) Beam to beam connection Partial nailing 5+4 (fig. D35-2 A) Load duration P L M S I Note: Full nailing 11+6 (fig.
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Page 197 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D35-2 E6/2 - timber to timber connection – 2 angle brackets Beam to beam connection Modified characteristic capacity per connection (kN) Partial nailing 5+4 (fig. D35-2 A) Load duration Full nailing 11+6 (fig.
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Page 199 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D35-4 E6/2 - timber to rigid support connection – 2 angle brackets Beam to rigid support connection Nailing 11+1 bolt (fig.
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Page 200 of 291 of European Technical Assessment no.
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Page 201 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Annex D36 – E6/2.5 Product Name: Alternative name Product Name E6/2.5 UK France Denmark Germany -- -- -- -- Drawing: Figure D36-1: E6/2.5 Option: round hole or oblong hole Material Standard material : S250GD + Z275 according to EN 10346 Or stainless steel according to clause II-1 Nail pattern: Figure D36-2 : E6/2.
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Page 202 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities Table D36-1 E6/2.5 - timber to timber connection – 1 angle bracket Modified characteristic capacity per connection (kN) Beam to beam connection Partial nailing 5+4 (fig.
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Page 203 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D36-2 E6/2.5 - timber to timber connection – 2 brackets Beam to beam connection - Characteristic capacity per connection (kN) Number of fasteners R1,k Joist Support 4.0x35 4.0x40 4.0x50 2 x 11 nails 2 x 6 nails 5,5 6,3 7,2 Connector nail according to ETA-04/0013 Table D36-3 4.0x60 7,6 4.0x35 9,4 R2,k 4.0x40 4.0x50 10,3 12,5 4.0x60 13,3 E6/2.
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Page 204 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D36-4 E6/2.5 - timber to rigid support connection Beam to rigid connection, Nailing 11+1 bolt (fig D36-2) f in mm Note: For R1,k for 1 angle bracket connection, if the purlin or column is prevented from rotation, consider the value as the half of the one given for two brackets.
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Page 205 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D36-4a : E6/2.5 - timber to rigid support connection – 2 angle brackets Beam to rigid support connection - Characteristic capacity per connection (kN) Number of fasteners R1,k R2,k* Joist Support 4.0x35 4.0x40 4.0x50 4.0x60 4.0x35 4.0x40 2 x 11 nails 2 x 1 bolt Ø10 12,6 12,6 12,6 12,6 5,7 6,5 *only available for a connection in a round hole, not with the version with oblong hole E6/2,5 factor: 4.0x50 8,1 4.
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Page 206 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D36-5 E6/2.
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Page 207 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Annex D37 – E7/2.5 Product Name: Alternative name Product Name E7/2.5 UK France Denmark Germany -- -- -- -- Drawing: Option: round hole or oblong hole Figure D37-1: E7/2.5 Material: Standard material : S250GD + Z275 according to EN 10346 Or stainless steel according to clause II-1 Nail pattern: Figure D37-2 : E7/2.
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Page 208 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Table D37-1 E7/2.5 - timber to timber connection – 1 angle bracket Beam to beam connection Modified characteristic capacity per connection (kN) Partial nailing 6+4 (fig. D37-2 A) Load duration Full nailing 13+6 (fig.
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Page 209 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D37-2 E7/2.5 - timber to timber connection – 2 angle brackets Beam to beam connection - Characteristic capacity per connection (kN) Number of fasteners R1,k R2,k Joist Support 4.0x35 4.0x40 2 x 6 nails 2 x 4 nails 2,4 2,8 2 x 13 nails 2 x 6 nails 5,5 6,3 Connector nail according to ETA-04/0013 4.0x50 4,6 7,2 4.0x60 4,9 7,6 4.0x35 4,3 10,0 4.0x40 4,7 10,9 4.0x50 7,9 13,3 4.
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Page 210 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D37-3 E7/2.
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Page 211 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D37-4 E7/2.5 - timber to rigid support connection (1 angle bracket / 2 angle bracket per connection) Beam to rigid support connection - Characteristic capacity per connection (kN) Number of fasteners R1,k R2,k* Joist Support 4.0x35 4.0x40 4.0x50 4.0x60 4.0x35 4.0x40 4.0x50 4.
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Page 212 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D37-5 E7/2.
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Page 213 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Annex D38 – E8/2.5 Product Name: Alternative name Product Name E8/2.5 UK France Denmark Germany -- -- -- -- Drawing: Option: round hole or oblong hole Figure D38-1: E8/2.5 Material: Standard material : S250GD + Z275 according to EN 10346 Or stainless steel according to clause II-1 Nail pattern: Figure D38-2 : E8/2.
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Page 214 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Table D38-1 E8/2.5 - timber to timber connection – 1 angle bracket Beam to beam connection Modified characteristic capacity per connection (kN) Partial nailing 6+4 (fig. D38-2 A) Load duration Full nailing 13+6 (fig.
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Page 215 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D38-2 E8/2.5 - timber to timber connection –2 angle brackets (partial- / full nailing) Beam to beam connection - Characteristic capacity per connection (kN) Number of fasteners R1,k R2,k Joist Support 4.0x35 4.0x40 2 x 6 nails 2 x 4 nails 2,4 2,8 2 x 13 nails 2 x 6 nails 5,5 6,3 Connector nail according to ETA-04/0013 4.0x50 4,1 7,2 4.0x60 4,3 7,6 4.0x35 4,3 10,0 4.0x40 4,7 10,9 4.0x50 8,0 13,3 4.
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Page 216 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D38-3 E8/2.
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Page 217 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D38-4 E8/2.5 - timber to rigid support connection (1 angle bracket / 2 angle bracket per connection) Beam to rigid support connection - Characteristic capacity per connection (kN) Number of fasteners R1,k R2,k* Joist Support 4.0x35 4.0x40 4.0x50 4.0x60 4.0x35 4.0x40 4.0x50 4.
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Page 218 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D38-5 Table 47 E8/2.
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Page 223 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Table D40-1 E17/2 - timber to timber connection – 1 angle bracket Beam to beam connection Modified characteristic capacity per connection (kN) Partial nailing 6+4 (fig.
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Page 224 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D40-2 E17/2 - timber to timber connection – 2 brackets (partial- / full nailing) Beam to beam connection - Characteristic capacity per connection (kN) Number of fasteners R1,k R2,k Joist Support 4.0x35 4.0x40 4.0x50 4.0x60 4.0x35 4.0x40 4.0x50 4.
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Page 225 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D40-3 E17/2 - post to beam connection Column to beam connection Nailing 12+4 (fig.
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Page 226 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D40-4 E17/2 - beam to rigid support connection (1 angle bracket / 2 angle bracket per connection) Beam to rigid support connection - Characteristic capacity per connection (kN) Number of fasteners R1,k R2,k Joist Support 1 x 15 nails 1 x 1 bolt Ø10 4.0x35 4.0x40 4.0x50 4.0x60 4.0x35 4.0x40 4.0x50 4.
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Page 227 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D40-5 E17/2 - post to rigid support connection Column to rigid support connection Nailing 12+1 bolt (fig.
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Page 228 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Annex D41 – E18/2.5 Product Name: Alternative name Product Name E18/2.5 UK France Denmark Germany -- -- -- -- Drawing: Figure D41-1: E18/2.5 Material: Standard material : S250GD + Z275 according to EN 10346 Or stainless steel according to clause II-1 Nail pattern: A B C Figure D41-2 : E18/2.
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Page 229 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Table D41-1 E18/2.5 - timber to timber connection – 1 angle bracket Beam to beam connection Modified characteristic capacity per connection (kN) Partial nailing 6+4 (fig. D41-2 A) Load duration Full nailing 15+4 (fig.
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Page 230 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D41-2 E18/2.5 - timber to timber connection – 2 angle brackets (partial- / full nailing) Beam to beam connection - Characteristic capacity per connection (kN) Number of fasteners R1,k R2,k Joist Support 4.0x35 4.0x40 4,1 4,8 2 x 15 nails 2 x 4 nails 4,88 5,62 Connector nail according to ETA-04/0013 4.0x50 7,5 6,66 4.0x60 8,3 7,38 4.0x35 5,0 8,2 Table D41-3 4.
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Page 231 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D41-4 E18/2.5 – beam to rigid support connection (1 angle bracket / 2 angle bracket per connection) Beam to rigid support connection - Characteristic capacity per connection (kN) Number of fasteners R1,k R2,k Joist Support 1 x 15 nails 1 x 1 bolt Ø10 4.0x35 4.0x40 4.0x50 4.0x60 min of: 56,6/((f+18)xkmod) ; 17/(f x kmod) 20,5 20,5 20,5 20,5 4.0x35 4.0x40 4.0x50 4.
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Page 232 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D41-5 E18/2.5 – Post to rigid support connection Column to rigid support connection Nailing 12+1 bolt (fig.
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Page 233 of 291 of European Technical Assessment no.
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Page 234 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Table D42-1 E19/3 - timber to timber connection – 1 bracket Beam to beam connection Modified characteristic capacity per connection (kN) Partial nailing 6+4 (fig. D42-2 A) Load duration Full nailing 15+4 (fig.
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Page 235 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 E19/3 - timber to timber connection – 2 brackets (partial- / full nailing) Table D42-2 Beam to beam connection - Characteristic capacity per connection (kN) Number of fasteners R1,k R2,k Joist Support 4.0x35 4.0x40 4,1 4,8 2 x 15 nails 2 x 4 nails 4,9 5,6 Connector nail according to ETA-04/0013 Table D42-3 4.0x50 7,5 6,7 4.0x60 8,3 7,4 4.0x40 5,4 8,8 4.0x50 8,2 10,7 4.
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Page 236 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D42-4 E19/3 - Beam to rigid support connection (1 angle bracket / 2 angle bracket per connection) Beam to rigid support connection - Characteristic capacity per connection (kN) Number of fasteners R1,k R2,k Joist Support 1 x 15 nails 1 x 1 bolt Ø10 4.0x35 4.0x40 4.0x50 4.0x60 4.0x35 4.0x40 4.0x50 4.
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Page 237 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D42-5 E19/3 – Post to rigid support connection Column to rigid support connection Nailing 12+1 bolt (fig.
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Page 239 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Modified characteristic capacities: Table D43-1 ADR6090 - timber to timber connection Beam to beam connection Nailing 3+3 (fig.
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Page 244 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Nail pattern: Figure D45-2.
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Page 247 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 AG922 – Beam to post connection – 1 angle bracket Table D46-5 1 Angle Bracket AG922 Beam to post connection Characteristic capacity for one AG922 12 Ø4,0x50 nails in the longest flange / 13 Ø4,0x50 nails in the shortest flange Nail pattern according to figure D46-2 C R1,k characteristic value Rk [kN] 22,6 F2 F1 12 nails Ø4.0x50 in the longest flange 13 nails Ø4.
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Table D47-2 Page 252 of 291 of European Technical Assessment no.
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Table D48-2 Page 257 of 291 of European Technical Assessment no.
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Page 265 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Characteristic capacities: Table D49-1 ACR – Beam to beam connection – 2 angle brackets 2 angle brackets per connection Nailing Connector nail according to ETA-04/0013 Characteristic capacity per connection [kN] R1,k ACR7010 CNA4,0x35 2,2 ACR7012 CNA4,0x35 3,2 CNA4,0x35 3,9 ACR7015 Maximum nailing 4+6 See fig.
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Page 266 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D49-2 ACR – Beam to beam connection – 1 angle bracket Characteristic capacity per connection [kN] R1,k R2/3,k R4,k CNA connector nails according to ETA-04/0013 Nailing 4,0x40 4,0x60 4,0x40 4,0x60 4,0x40 4,0x60 min of: min of: 2,4 3,1 Maximum nailing 51 51 ACR7015 4+6 2,7 4,5 2,5 3,7 e·kmod e·kmod See fig.
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Page 267 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D49-3 ACR – Beam to rigid support connection – 2 angle brackets ACR10520 / ACRL10520 - Timber C24 on rigid support (kN) R1,k Nailing 10 CNA + 2 bolts Ø10 See fig. D49-14 10 CNA + 1 bolts Ø10 See fig. D49-15 1 bolt Ø10 + 2 bolts Ø10 See fig. D49-16 Type of nails R2,k Type of nails 4.0x35 4.0x40 4.0x50 4.0x60 4.0x75 4.0x35 4.0x40 4.0x50 4.0x60 4.0x75 24.1 27.6 28.5 28.5 28.5 10.8 11.7 14.2 15.
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Page 270 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Nail pattern: Column to lever arm connection A B C B D Figure D50-2: MAXIMUS nail pattern A – 4 x CSA5,0x50 on each side L B – 4 x CSA5,0x50 on the bottom C – 2 x CSA5,0x50 on each side D – 1x bolt M20 or a 20 mm dowel with additional securing pins For a downward force at least the fasteners shown in A,B and D shall be inserted. For an uplift force the fasteners shown in A,B,C and D are required.
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Page 271 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Design Basis: The loads have been assumed to act on a cantilevering horizontal timber member fastened to a vertical timber by the MAXIMUS connector using the fastener pattern shown in figure D50-2. Other spans or loads can be verified by engineering judgement.
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Page 274 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Characteristic capacities AT2 – Beam to beam connection – 2 angle brackets Table D51-1 2 Angle Brackets per connection Characteristic capacity per connection (kN) R1,k R2,k = R3,k Nailing Connector nail according to ETA-04/0013 Ø4,0x35 Ø4,0x35 5,3 11,1 Vertical flap: 4 nails Horizontal flap: 6 nails See fig.
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Page 275 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Annex D52 - ABR865 alternative names France DK UK Product Name ABR865 D Figure D52-1: Drawings F1 145 65 F2 80 20 5 5 20 20 90 40 65 15 80 40 20 40 5 80 120 40 ø9 40 optional holes The connected elements shall be free of twisting, so that no rotation occurs. The flanges of the ABR865 have to be bear full-faced, for the vertical flange is a 10mm allowed.
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Page 277 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 The values for characteristic capacities of the fastener with Rlat,k=4,75kN and Rax,k=7,04kN are for connection as described following with using screws 8,0x120 ASSY Kombi 3.
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Page 280 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Annex D54 - ANP Product Name Branch 36 Alternative Names Branch 40 Branch 46 Branch 47 ANP Figure D54-1: Drawings 1) ANP251020100 ANP2561060 ANP254660 2) all other ANP-sizes: Table D54-1: Size specification Dimensions [mm] Model No.
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Page 283 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D54-2: Material specification Material Thickness 2,5 Material Grades S250 to EN 10346:2009 Coating Specification Z275 Or stainless steel according to clause II-1 Table D53-3: Characteristic capacity post to beam (connection with two ANP) Model No. Number of Fasteners R1,k (kN) Characteristic Capacities CNA CNA CNA 4.0x40 4.0x50 4.0x60 R2/3,k (kN) Characteristic Capacities CNA 4.0x40 CNA 4.0x50 CNA 4.
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Page 284 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D53-4: Characteristic capacity beam to beam (connection with two ANP) Number of Fasteners Model No. ANP 25 10 10 100 Support Support ing ed Member Member 10 8 R1,k (kN); Characteristic Capacities R2/3,k (kN) Characteristic Capacities CNA 4.0x40 CNA 4.0x50 CNA 4.0x60 CNA 4.0x40 CNA 4.0x50 CNA 4.
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Page 285 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Annex D55 –A-bracket Product Name Branch 36 Alternative Names Branch 40 Branch 46 Branch 47 A21 A23 A33 A88 35 ø4 39 17 13 ø4,34 38 52 77.8 74.6 2.5 A33 1.2 30 30 14 A21 37 2910 Figure D55-1: Drawings C 2.5 A88 A23 1.2 203.2 t A 2.5 70 39 ø4,34 17 13 B ø4 52 ø11,1 51 sizes A and B: Internal measurements Figure D55-2: Nailpattern only Full Nailing should be used.
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Page 286 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D55-2: Material specification type A21; A23 A33; A88 Material Thickness 1,2 2,5 Material Grades SS Grade 33 SS Grade 33 Coating Specification G90 G90 Or stainless steel according to clause II-1 Characteristic Capacities under vertically upward load (F 1) For the types A21 and A23 the following formula needs to be used: Therefore the values R1,k are stated in the table below.
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Page 287 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D55-4: Characteristic capacity beam to beam or post to beam (connection with one A-bracket) Characteristic Capacities[1] R4,k (kN) R5,k (kN) Characteristic Capacities[1] Model No. N3.75x30 A21 A23 A33 A88 e [mm] with rotation 50 0.066 / k mod 100 0.033 / k mod 150 0.022 / k mod 50 0.131 / k mod 100 0.066 / k mod 150 0.044 / k mod - - - [2] N3.75x75 without rotation N3.75x30 N3.
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Page 288 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Annex D56 - ABR98 alternative names France DK UK Product Name ABR98 D Figure D56-1: Drawings 30 10 10 9 3 98 29 45 45 15 15 16 24 10 9 10 ø13 50 36 18 8 23.5 45.0 ø5 9 20 8 16 30 29 29.
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Page 291 of 291 of European Technical Assessment no. ETA-06/0106, issued on 2014-10-14 Table D57-2: Characteristic capacity beam to rigid support characteristic capacity R1,k [kN] min. von load direction fixing Installation * normal n x Rlat,k 10,1/kmod F1 5 nails Ø4,0 or 5 CSA5,0xl special n x Rlat,k x 0,8 10,1/kmod 1 bolt Ø12mm F *Installation: Normal = with retention of the spacing of nails according EN1995-1-1 Special = with smaller spacing of the nails according to the picture below.