Technical approval

ManualsBrandsSimpson Strong-Tie ManualsHardware - Hardware & Wood ConnectorsTie rod HTT

ETA-Danmark A/S

Göteborg Plads 1

DK-2150 Nordhavn

Tel. +45 72 24 59 00

Fax +45 72 24 59 04

Internet www.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-07/0285 of 03/12/2015

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:

Hold Downs

Post Bases

Product family to which

the above construction

product belongs:

Three-dimensional nailing plate (timber to timber and timber

to concrete/steel hold downs and post bases)

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

Manufacturing plant:

Simpson

Strong-Tie

A/S

Hedegaards

vej 4-11,

Boulstrup

8300 Odder

Denmark

Simpson

Strong-Tie

5151

S. Airport

Way

Stockton

CA 95206

USA

Simpson

Strong-Tie

2600

Internatio-

nal Street

Columbus,

OH 43228

USA

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

This European Technical

Assessment contains:

128 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 and issued on 2013-04-30

and expiry on 2018-04-30

Summary of content (128 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 www.etadanmark.
PAGE 2
Page 2 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 INDEX II SPECIIC PART OF THE EUROPEAN TECHNICAL ASSESSMENT ....................................................... 5 1 2 3 TECHNICAL DESCRIPTION OF PRODUCT AND INTENDED USE .................................................................................. 5 SPECIFICATION OF THE INTENDED USE IN ACCORDANCE WITH THE APPLICABLE EAD ..........................................
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Page 3 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 D19: PPRC ................................................................................................................................................................... 56 D20: PBLR ................................................................................................................................................................... 57 D21: PPUP ...............................................................
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Page 4 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 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).
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Page 5 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 II SPECIFIC PART EUROPEAN ASSESSMENT OF THE TECHNICAL 1 Technical description of product and intended use Technical description of the product The hold downs are one or more pieces, non-welded hold downs. They are intended for timber to timber, timber to concrete or timber to steel connections fastened by a range of nails, screws or bolts.
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Page 6 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 The post bases with a zinc coating Z275 according to EN 10346 or G90 according to ASTM A-653 are intended for use in service class 1 and 2 according to EN 1995 (Eurocode 5).
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Page 7 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 3 Performance of the product and references to the methods used for its assessment Characteristic 3.1 Assessment of characteristic Mechanical resistance and stability*) (BWR1) Characteristic load-carrying capacity See Annex D Stiffness No performance assessed Ductility in cyclic testing No performance assessed 3.2 Safety in case of fire (BWR2) Reaction to fire 3.
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Page 8 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 3.9 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.
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Page 9 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Stainless steel  For the post bases and the hold downs produced from stainless steel type 1.4401 or type 1.4404 according to EN 10088-4:2005 or a stainless steel with a minimum characteristic 0.2% yield stress of 240 N/mm², a minimum 1.
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Page 10 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 4 Attestation 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+.
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Page 11 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Annex A: Revision History Modifications and additions to the previous ETA-07/0285 valid from 2013-04-30 to 2018-04-30 Pages Update 1-5 D33 D6 D34 D35 D36 D37 D63 D64-4 D1 D18 Tab. D19-2 Fig. D61-1 Tab. D68-3 Renamed the index Added PU /EMBU Load values Added CPT Added ABW Added APR110/150 Added PBH75 / PBH120 AKR: added new size 205; added new nail pattern AH16050: added new load application table PPD: Add no.
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Page 13 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 alternative names Product Name PGS PBL CMR CMS PU CPT ABW APR UK France Denmark Germany old name EMBU It may be possible to add the following letter and/or combinations at the end of the name. G = galvanized S or S2 or IX = Stainless or Inox HCR = high corrosion resistant steel -K = Kit; incl.
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Page 16 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Annex C Characteristic load-carrying capacity C1 Design Basis - general The design values Fd are calculated from the modified characteristic capacities FR,k for service class 1 and 2 and the indicated load-duration classes as: FR , k Fd  M with the material partial coefficient γM for wood.
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Page 17 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Concrete The load-carrying capacities of the post base connections are stated for a concrete class C15 unless otherwise indicated.
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Page 18 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 C2 Definition of force directions C2a Force directions for post bases g g g Figure C2a.Typical connection with notation for loads. The actual force directions are indicated at each post base The capacities in the tables are stated in kN and kNm. Gap The gap (g) is the distance from the top side of the concrete to the top side of the top plate. The gap is stated for each post base in the following.
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Page 19 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 C2b Forces directions for hold downs The characteristic load-carrying capacities are determined for the following force directions. f f column purlin f e f e e e B B Figure C2b: Forces and their assumed positions. Top row for Hold Downs only subjected to a lifting force. Bottom rows for Hold Downs subjected to both eccentric lifting forces and lateral forces.
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Page 20 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 The capacity can be limited by the capacity of the anchor bolt. This has to be investigated separately, see below. Additional conditions The nail pattern shall be as described in Annex D. The fastener types for which the calculations have been made are stated at the relevant hold downs. The thickness of the beam shall be according to Eurocode 5, tpen shall be min. 6d, where d is the diameter of the nail or screw.
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Page 21 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 C3 Fasteners Nail, screw and bolt type Nail, screw and bolt size (mm) Finish and corrosion protection Diameter Length Connector nail According to ETA-04/0013 3,7; 4,0; 4,2 35 to 100 Electroplated zinc Annular ring shank nail according to EN 14592 3,1 4,0 35 35 to 100 Electroplated zinc Smooth shank nail 3.75 75 Hot dipped galvanized Smooth shank nail 4.
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Page 22 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Annex D Product definition and capacities Post Bases D1: PPD Product Name PPDxx xx = size of PPD alternative names France DK UK D D Figure D1-1: Drawings Table D1-1: Size specification Type Dimensions [mm] A B C Ribbed bar Ø PPD 48 x 40 48 40 126.5 16 No. of nails / flap 4 PPD 50 x 40 50 40 125.5 16 4 PPD 73 x 40 73 40 126.5 16 4 PPD 100 x 40 100 40 125.5 16 4 PPD 98 x 60 98 60 127.
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Page 24 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Table D1-4: Characteristic capacity – for concrete C20 [full nailing with CNA4,0x40] kmodi=1,18 Size of PPD [mm] 48 x 40 50 x 40 73 x 40 100 x 40 98 x 60 73 x 70 70 x 70 75 x 70 80 x 70 90x70 100 x 70 90 x 90 100 x 90 115 x 90 120 x 90 123 x 90 125 x 90 140 x 90 148 x 90 1) load direction - for concrete C20 [full nailing with CNA4,0x40] F1 F2 HR1 characteristic capacity characteristic capacity characteristic capacity min.
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Page 26 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Table D2-3: Characteristic capacity kmodi=1,18 Load Direction Timber depth, t [mm] Load duration class (kN) P L C12 C15 C20 FR1 FR2 Concrete 60 100 ≥ 120 HR2 S I 36,9 43,7 54,5 13,8 kmod 16,0 kmod 18,7 kmod 20,7 kmod 80 HR1 M 60 5,6 6.6 7.
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Page 28 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Table D3-3: Characteristic capacity kmodi=1,18 Type PP PPL Load Direction Load duration class (kN) P L M FR1 31,6 FR2 7,6 kmod HR 2,7 kmod FR1 57.1 FR2 7,6 kmod HR 1.6 1.9 2.1 S I 2.4 2.
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Page 30 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Table D4-3: Characteristic capacity kmodi=1,18 Load direction F1 F2 1) type all PL80/70 PL80/70 PL90/90 PL100/90 PL120/90 PL140/90 characteristic capacity (kN) min.
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Page 32 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Table D5-3: Characteristic capacity kmodi=1,18 Load Direction Timber thickness, t [mm] L M S 100 ≥ 120 20,7 kmod 60 I 57 13,8 kmod 16,0 kmod 18,7 kmod 80 2.2 HR1 HR2 P 54 FR1 FR2 Load duration class (kN) 60 80 100 120 140 160 1.8 1.8 2.0 2.2 2.4 2.4 For vertical loads F and any horizontal loads H acting simultaneously it shall be verified that: F1 / FR + H / HR ≤ 1.
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Page 36 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Table D7-2: Material specification Material thickness 4, 5 Threaded rod Material Grades S235JR according to EN 10025:2004 Threaded rod: S355 JO according to EN 10025:2004 Or stainless steel as described Coating specification Hot-dip galvanized according to EN ISO 1461:1999 Table D7-3: Characteristic capacity kmodi=1,18 PLB und PLS Load direction F1 size of PLS / PLB all down characteristic capacity [kN] min.
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Page 38 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Table D8-1: Size specification Type A min 80 120 80 120 PVD 80 PVD 120 PVDB80 PVDB120 Dimensions [mm] A max 120 160 120 160 Table D8-2: Material specification Material thickness 4, 5, 8, 10 Threaded rod Material Grades S235JR according to EN 10025:2004 S355 JO according to EN 10025:2004 Or stainless steel as described Coating specification Hot-dip galvanized according to EN ISO 1461:1999 No.
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Page 39 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Table D8-3: Characteristic capacity – for concrete C12 [full nailing with CNA4,0x40] kmodi=1,18 Load direction F1 F2 width of timber b [mm] 80 120 160 H1 ≥80 H2 ≥80 Load direction F1 F2 width of timber b [mm] 80 120 160 H1 H2 80 120 160 PVD PVBD characteristic capacity [kN] min. of min.
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Page 40 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 D9: PPB and PPS alternative names France DK UK Product Name PPB70 PPB75 PPB80 PPS80 D PB70 PB75 PB80 PS80 PB40605 Figure D9-1: Drawings 16 ø11 or 12 15 80 92 8 70 5 10 16 16 M20 10 16 90 6 5 100 ø11 or 12 70 M16 90 PPB75 15 PPB70 ø9 ø9 90 PPB80 PPS80 140 M20 M20 15 ø11 or 12 15 15 ø9 15 max.100 15 80 15 15 350 max.100 8 8 15 80 100 15 8 200 15 ø9 80 80 min.
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Page 41 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Table D9-3: Characteristic capacity kmodi=1,18 Load direction F1 1) characteristic capacity [kN] min.
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Page 46 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 the lines shown in the diagram.
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Page 48 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Table D12-3: Characteristic capacity kmodi=1,18 Load direction F1 F2 1) Type alle PUA45-B PUA50-B PUA60-B PUA70-B PUA80-B PUA90-B PUA100-B PUA120-B PUA with PUA/B characteristic capacity (kN) min.
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Page 49 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 D13: FPB Product Name FPB UK alternative names France DK D Figure D13-1: Drawings Fasteners to timber: wood screw Ø10. Fastener to concrete: anchor bolt M10. Table D13-1: Size specification Dimensions [mm] Type FPB100/2 – FPB100/2IX FPB150/2 – FPB150/2IX FPB100/2.5 – FPB100/2.5IX FPB150/2.5 – FPB150/2.
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Page 50 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Table D13-3: Characteristic capacity kmodi=1,18 Load Direction Type Load duration class (kN) P L M S I FPB100/2 – FPB100/2IX 65.9 FPB150/2 – FPB150/2IX FR1 FPB100/2.5 – FPB100/2.5IX FPB150/2.5 – FPB150/2.5IX 66.3 72.8 77.2 The capacities for post base FPB are valid also for the case, where the connector is turned upside down.
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Page 52 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 D15: PPR Product Name PPR UK alternative names France DK D Figure D15-1: Drawings Fasteners to timber: wood screw Ø10; Fastener to concrete: anchor bolt M10 Table D15-1: Size specification n/a Table D15-2: Material specification Material thickness 4 tube Threaded rod Coating specification Material Grades P355 NB according to EN 10120:1997 P235TR1 according to EN 10216-1:2002 steel class 4.
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Page 54 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 D17: PPRB Product Name PPRB UK alternative names France DK D Figure D17-1: Drawings Table D17-1: Size specification n/a Table D17-2: Material specification Material thickness 8, 10 tube Threaded rod Coating specification Material Grades S235JR according to EN 10025:2004 E235 according to EN 10305:2003 Electroplated zinc Zn25/A according to EN ISO 2081 Or electroplated zinc Zn10/A (alkali zinc) steel class 4.
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Page 55 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 D18: APB100/150 Product Name APB100/150 UK alternative names France DK D Figure D18-1: Drawings Fasteners to timber: wood screw Ø10; Fastener to concrete: anchor bolt M10 Table D18-1: Size specification n/a Table D18-2: Material specification Material thickness Material Grades S235JR according to EN 8, 10 10025:2004 S235 JRH according to EN tube 10219:2006 Threaded rod steel class 4.
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Page 59 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Table D21-3: Characteristic capacity kmodi=1,18 Type PPUP 70 PPUP 90 Load Direction FR1 Load duration class (kN) P L 55 65 M 74 S I 83 101 FR2 17.8 kmod HR1 7,8 8,6 HR2 6,4 6,9 10.6 kmod 7,4 FR1 73 85 97 103 134 HR1 8.6 10 21.4 kmod 11.4 12.9 14.
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Page 65 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 D24: PPSR320 alternative names France DK UK Product Name PPSR320 D Figure D24-1: Drawings 80 20 20 20 20 ø17 100 2 Ø13 170 25 25 20 4 48 t1 48 min 100 - max 150 4 C A A t2 5 D 130 100 B 64 64 94 100 4 Ø12 4 Ø12 94 Fasteners to timber: bolt or dowel Ø16 or bolts or dowel Ø12. Fastener to concrete: anchor bolt M10.
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Page 66 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Table D24-2: Material specification Material thickness 4; 5 tube Threaded rod Concealed plate Material Grades S235JR according to EN 10025:2004 C15RPB according to EN 10084:1999 Steel class 4.6 according to ISO 898:1999 DD11 according to EN 10111:2008 Or stainless steel as described Coating specification Electroplated Zinc Zn12/C according to ISO 2081:2009 and EN 1403 or Sherardizing class C30 according to EN 13811:2003.
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Page 69 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 D26: APB7090/100 UK Product Name APB7090/100 alternative names France DK D Figure D26-1: Drawings 14 4 4 4 110 40 90 73,5 9 Ø11 R3 70 61 53,5 35 16,5 10 16,5 10 45 9 12 Ø6 Table D26-1: Size specification n/a Table D26-2: Material specification Material thickness 8, 10 Threaded rod Material Grades S235JR according to EN 10025:2004 Steel class 4.
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Page 71 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 FR1 FR2 FR1 Table D27-3: Characteristic capacity kmodi=1,18 Load Direction Type FR1 PBP60/50 FR2 PBP60/50 No. of post bases Load duration class (kN) P L M 2 28 4 63 2 8.
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Page 78 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Table D30-3: Characteristic capacity kmodi=1,18 for steel and kmodi= 0,87 for concrete have been used CPB characteristic capacity (kN) Load direction F1 F2 timber size [mm] timber steel 1) 61,0 ≥ 120 F2 ** H1 H2 min. of 23,7 13,8 h= 190 250 1,7 1,4 CPS characteristic capacity (kN) Load direction timber size [mm] F1 F2 F1 ** F2 ** min.
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Page 82 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Table D32-3: Characteristic capacity – for concrete C12 kmodi=1,18 k mod i  1,18 k mod i  1,18 CMR Force direction Timber size b [mm] CMS Characteristic Capacity Ri,k [kN] bzw. [kNm] min.
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Page 83 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 For a load H1 acting in the height for CMR h1 > 200 mm (for CMS h1 > 157mm) the load carrying capacity should not be taken as higher than: For CMR :HR1(h) = HR1(200) 200 / h1. for CMS: HR1(h) = HR1(157) 157 / h1. For a load H2 acting in the height h2 > 0 mm, the load carrying capacity should not be taken as higher than: HR2(h) = ½ FR2 a / h2. where: a The inner distance between the vertical steel plates e.g.
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Page 84 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 D33: PU / EMBU alternative names France DK UK Product Name PUxx xx = width of the PU D EMBU Figure D33-1: Drawings C ø9 D ~18 ø5 20 12 15 10 8 8 10 20 T 13 23 18 18 ø11 20 A 19 T B A C ** D B ** only type 90 and larger Ø9 17x20 Table D33-1: Size specification Dimensions [mm] Art.No.
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Page 85 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Table D33-3: Characteristic capacity PU characteristic capacity [kN] min. of load direction type F1 all PU70-B 14,12/kmod PU80-B 11,73/kmod PU90-B 10,03/kmod F2 n x Rlat.k PU100-B 8,76/kmod PU120-B 6,99/kmod PU140-B 5,82/kmod n = total number of nails.
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Page 87 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Figure D34-2: Steel dowel pattern steel dowel washer Anchor bolts Table D34-3: Characteristic capacity Characteristic capacities Ri,k[kN] Types CPT44Z CPT66Z CPT88Z Characteristic capacities [kN] : R1.k R2.k download 49.7/kmod0.5 76.3/ kmod0.5 103.0/ kmod0.5 uplift 10.1 / kmod 14.7/kmod 14.7/kmod RH1.k RH2.k steel dowels to use lateral lateral No. size [mm] 7.3 min(4.9, 3.5/kmod) 2 Ø13x70 min(R2.kx0.7, 9.
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Page 89 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Figure D35-2: The washer is to place as shown before, preferable as shown left. The Front-flat has to be turn up after the placing of the timber and screw tightly the bolt. Table D35-3: Characteristic capacity Characteristic capacities Ri,k[kN] Characteristic capacities [kN] : Types R1.k R2.k download ABW44Z ABW44RZ ABW66Z ABW66RZ 53,9 58,2 105,9 110,4 uplift nails to use no 3,1 8 -/8 7,4 12 min(6.
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Page 92 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Table D37-1: Size specification See drawing Table D37-2: Material specification Material thickness Material Grades Coating specification 8 tube S235JR according to EN 10025:2008 Or stainless steel as described Hot dip galvanized according to EN1461:2009 Table D37-3: Characteristic capacity - for concrete C12 kmodi=1,18 PBH75 Load direction F1 all 105.5 80 8.1 100 9.5 120 10.4 160 80 5.5 120 100 6.
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Page 93 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Hold Downs D60: HTT and LTT Product Name HTTx LTT20B alternative names France DK UK D Figure D60-1: Drawings 64 22 13 14 14 9 18 9 2.
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Page 94 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 LTT20B Table D60-1: Size specification n/a Table D60-2: Material specification Material thickness 2,7 ; 2,84 Material Grades G90 galvanized steel SS Grade 33 according to ASTM A-653 Coating specification corresponding to S235 JR according to EN 10025 Or stainless steel as described The nails in the vertical flap have to be arranged equally left and right about the centre-line.
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Page 99 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 D63: AKR alternative names France DK UK D Product Name AKR… ….
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Page 100 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 AKR135 AKR135 L 65 65 32.5 32.5 32.5 4 10.0 11.2 11.2 10.0 11.3 11.3 9 9 9 10 10 100 AKR205L/ AKR165L 33 9 9 9 10 10 100 40 40 85 85 25 25 13,5x25 ø13,5 85 85 85 10 205 205 205 33 26 205 length for AKR165 165 85 10 length for AKR165L 165 9 13 7 20 26 ø11 ø5 40 10 10 10 23 AKR285/ AKR245 4 11.3 11.3 9 13 7 20 AKR205/ AKR165 32.5 10.0 11.2 11.2 10.
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Page 101 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 The thickness may also be 3,0 mm. See material specification.
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Page 102 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Figure D63-2: Nail pattern 95 AKR95/ ..L 1 2 *) 3 4 *) = connection to column possible 135 AKR135/..L 5 6 AKR205/..L 7 *) 8 *) 165 205 with optional cut as AKR165/..L *) 9 10 11 12 *) 13 *) AKR285/ ..L 14 245 285 with optional cut as AKR245/..
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Page 104 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 n = number of nails according to the nail pattern For an AKR with a thickness of 4,0mm: R1,k For an AKR with a thickness of 3,0mm: R1,k  R1,nail,k   min  21,43kN  Rbend,nail,k  k  mod  R1,nail,k   min 12,52 kN with R1,nail,k and Rbend,nail,k are given in the table  R bend , nail , k  k  mod before.
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Page 106 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 AKR205L 10 14 3,1 AKR205L/AKR165L 11 11 2,9 AKR205L 12 8 1,9 AKR205L 13 3 n/a AKR205L 14 8 2,3 AKR285L 15 25 3,3 AKR285L 16 22 2,1 AKR285L 17 14 2,1 AKR285L 18 3 n/a AKR285L 19 7 1,7 AKR285L/AKR245L 20 9 2,2 n = number of nails according to the nail pattern 4,0 3,7 2,5 n/a 3,0 4,4 2,8 2,7 n/a 2,2 2,9 4,8 4,4 3,0 n/a 3,5 5,4 3,5 3,4 n/a 2,7 3,5 The connected beam shall be free of twisting, so that no rotation occurs.
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Page 107 of 128 of European Technical Assessment no.
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Page 108 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Table D63-7: Load direction F4/5 (only for types without long hole) Type nail pattern Characteristic capacity R4/5,k [kN] all 26,5/kmod all with a thickness of 4,0mm F* resulting from F 1 4/5 b F all witha thickness all 15,75/kmod of 3,0mm The size b shall be a minimum of 60mm.
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Page 109 of 128 of European Technical Assessment no.
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Page 110 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Table D64-1: Size specification Type AH16050 AH19050-2 AH29050-2 AH39050-2 AH49050-2 AH61050-2 AH19050-4 AH29050-4 AH39050-4 AH49050-4 AH61050-4 H mm 160 192 292 392 492 612 194 294 394 494 614 L mm 50 52 52 52 52 52 54 54 54 54 54 t mm 3 2 2 2 2 2 4 4 4 4 4 A mm C mm 22 22 22 24 24 24 24 24 27 27 27 29 29 29 29 29 Other lengths (H) are possible, for the same cross section the same capacity is given.
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Page 111 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 Table D64-3: Characteristic capacity Load direction F1,k characteristic capacity (kN) min. of timber steel 1) type AH16050 AH19050/2 AH29050/2 AH39050/2 AH49050/2 AH61050/2 n x Rlat,k 15,0 AH19050/4 AH29050/4 AH39050/4 AH49050/4 AH61050/4 1) for steel k mod = 1,0 shall be used for all load durations Rlat,k = lateral characteristic capacity of the nail The washer to use is: US40/50/10.
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Page 112 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 AH16050 For a connection between timber to timber members (column or beam) The connection is possible with a beam or a column at the vertical flap.
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Page 113 of 128 of European Technical Assessment no.
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Page 115 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 D66: HD2P based on components alternative names France DK UK Product Name HDULx HDURx HDUSx HDUFx HDBUx HDBWx HD2P60G * HD2PL40G ** * from components HDUF400 and HDBU220 ** from components HDUF250 and HDBU163 D Figure D66-1: Drawings B B C A D D A A A E E C C C HDUL... HDUR... HDUS... C C E A E A D B B HDBU... HDBW... HDUF...
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Page 116 of 128 of European Technical Assessment no.
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Page 117 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 220 54 9 18 18 9 54 156 HDBU220 washer 40*50*10mm 165 55 56 4 64 45 ø6 20 25 65 18 9 10 4 ø18 163 40 10 20 10 3 5 65 90 27 HDBU163 3 12 15 65 53 12 ø6 3 50 3 washer 40x50x10mm or.washer 50x50x8 mm 113 50 ø13 379 40 4 4 229 4 11 30 12 142 53 ø6 45 65 10 20 10 4 56 washer 40x50x10mm or.
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Page 118 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 150 65 465 119 2 380 2 HDUL380 HDUL465 HDUR465 mirror-image HDUR380 mirror-image HDULxx and HDURxx are analogolous 43 2 B+1 2 24 19 40 60 70 236 ø5 336 27 27 >= 250 > = 300 ø5 35 48 n x 20 n x 20 20 10 27 10 6x10 27 10 10 10 10 10 ø5 t=2,0mm 100 90 19 t=2,0mm HDUF... B 45 HDUS...
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Page 119 of 128 of European Technical Assessment no.
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Page 120 of 128 of European Technical Assessment no.
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Page 121 of 128 of European Technical Assessment no.
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Page 122 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 B F-a-5 10 A <5 D washer a bolt F F+4 timber force acting to the screw(s) The force for the screws at the end of the washer may be calculated with the given lever arms. The screws may be placed with a distance of 5 mm from the end of the washer.
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Page 123 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 D67: BETA Product Name BETA UK alternative names France DK D Figure D67-1: Drawings Table D67-1: Size specification Type L t mm mm BETA2/200 200 2,0 BETA2/300 300 2,0 BETA2/400 400 2,0 BETA2/500 500 2,0 BETA2/600 600 2,0 BETA4/600 200 4,0 BETA4/600 300 4,0 BETA4/600 400 4,0 BETA4/600 500 4,0 BETA4/600 600 4,0 Other lengths of the vertical flange are possible, for the same cross section the same capacity is given.
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Page 124 of 128 of European Technical Assessment no.
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Page 125 of 128 of European Technical Assessment no.
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Page 126 of 128 of European Technical Assessment no.
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Page 127 of 128 of European Technical Assessment no.
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Page 128 of 128 of European Technical Assessment no. ETA-07/0285 issued on 2015-12-03 The nails shall be placed alternating in height.