HALFEN Framing channel HM hot-rolled

Size: px

Start display at page:

Download "HALFEN Framing channel HM hot-rolled"

Ashlie Heath
6 years ago
Views:

1 DECLARATION O PERORMANCE HALEN raming channel HM hotrolled No. H / Unique identification code of the HALEN raming channel HM hotrolled producttpe Tpe, batch or serial number or an other element allowing identification of the construction product as HALEN raming channel HM hotrolled required pursuant to Article 11(4) Intended use or uses of the construction product, in accordancith the applicable harmonied technical specification, as foreseen b the manufacturer: Cshaped, hotrolled channel intended for welding or for assembling of supporting frames b bolting connections resp. Generic tpe and use for fixing to concrete construction elements using site drilled bolts; In combination with special bolts according to ETA 09/0339 used as HALEN flexible channelbolt connection HM 40/22 HM 50/30 Product sie covered HM 52/34 HM 55/42 HM 72/48 or use in Material and intended use Loading Name, registered trade name or registered trade mark and contact address of the manufacturer as required pursuant to Article 11(5) Where applicable, name and contact address of the authoried representativhose mandate covers the tasks specified in Article 12(2) Sstem or sstems of assessment and verification of constanc of performance of the construction product as set out in Annex V In case of the declaration of performance concerning a construction product covered b a harmonised standard In case of the declaration of performance concerning a construction product for which a European Technical Assessment has been issued Steel mill finished acc. to EN and HALEN Material Specification, for welding to the steel construction element Hotdipped galvanied steel acc. to EN and HALEN Material Specification, for internal conditions with usual humidit Stainless steel acc. to EN also for medium to high corrosion exposure Static and quasi static loads HALEN GmbH, Liebigstraße 14, Langenfeld, German Sstem 2+ The notified bod NBNr has performed under sstem 2+: i) Initial inspection of the manufacturing plant and of factor production control ii) Continuous surveillance, assessment and evaluation of factor production control and issued the following certificates: Certificate of conformit 2499CPR in matters of factor production and structural design work Thelding certificate SCH Certificate of Qualit Sstem acc. to ISO 38342

2 Declared performance Essential Characteristics Performance Tolerances According to the component specification and EN Weldabilit racture toughness S235JR, S275JR acc. to EN ; Stainless steel acc. to EN und Z30.36 Harmonied Technical Specification Reaction to fire Release of cadmium 9. Emission of radioactivit Durabilit Design value of bending load capacit bearing capacit for tension bearing capacit for shear capacit for flexural buckling Deformation at the serviceabilit limit state Where pursuant to Article 37 or 38 in the Specific Technical Documentation has been used, the requirements with which the product complies Surface preparation according to EN 10902; Stainless steel identified in point 3 or corrosion protection of mild steel b means of hotdipped galvaniing acc. to EN ISO 1461 and DASTGuideline 22 Design according to EN : AC:2009, See Table 1 Structural testing supported b structural calculation. Method of assessing and statistical interpretation of data acc. CUAP 06.01/01, Version Dec as well DIN ISO :2009, See Table 2 Design according to EN : AC:2009, See Table 3 Deflection l/150, Design according EN : AC:2009 EN 10901: A1: The performance of the product identified in points 1 and 2 is in conformit with the declared performance in point 9. This declaration of performance is issued under the sole responsibilit of the manufacturer identified in point 4.

3 Table 1 Design value for bending load capacit (single span element) Mild steel design WB, V E= N/mm 2 Bending load capacit Rd, at span L (single span element) acc. to EN q x e 2 L [m ] L [m ] L[m] e 1 Rd [kn] Rd [kn] q Rd [kn/m] L = 0.50 m 1.00 m 1.50 m 0.50 m 1.00 m 1.50 m 0.50 m 1.00 m 1.50 m HM 72/ HM 55/ HM 52/ HM 50/ HM 40/ Rd [kn] Rd [kn] q Rd [kn/m] L = 1.00 m 2.00 m 3.00 m 1.00 m 2.00 m 3.00 m 1.00 m 2.00 m 3.00 m HM 72/48 D HM 55/42 D HM 52/34 D HM 50/30 D HM 40/22 D Do not exceed the bolt load capacit or the max. channel load bearing capacit All load capacities are determined with elasticplastic method acc. to EN Deflection l / 150. Note: or stainless steel framing channels the bending deflection value shall be verified separate under consideration of the valid Emodulus of elasticit.

4 Table 2 l w l w S S illet seam S S illet seam a w a w [mm] 40 [mm] 40 Design values for loadbearing capacities for welded or bolted hotrolled HALEN raming channels Profile Weld seam Load bearing capacit HALEN Bolts x Rd [kn] Bolt sie Minimum distance a w l w,rd Rd Ø S s [mm] [mm] [mm] [kn] [kn] [mm] HM 72/ M24 HM 55/ M20 S s HM 52/ M20 HM 50/ M20 HM 40/ M16 or stainless steel or this determined resistance the failure of A4stainless bolt is decisive. In case of simultaneousl loading in all directions the following criterion shall be met:,ed,rd +,Ed,Rd 1,Ed,,Ed Design values of action;,rd,,rd Design values of resistance The bearing capacities are given for loads acting on the front edge of the channel. In case of transverse load with lever arm (e.g. standoff installation) the bending moment of the bolt shall be considered and superimposed with the tensile stress.

5000 HM 72/48 104.6 81.6 62.0 50.0 40.0 32.2 26.4 21.8 18.4 15.6 HM 55/42 79.0 57.5 43.0 32.8 25.1 19.8 15.8 12.9 10.7 9.0 HM 52/34 50.4 34.6 25.3 18.5 13.9 10.7 8.5 6.8 5.6 4.7 HM 50/30 31.8 21.4 15.3 11.

5 Table 3 HALEN raming channels as compressed element hotrolled lexural buckling acc. to DIN EN (Point load applied at P) N N S L P e 1 L Design value for load capacities for flexural buckling Tp N Rd [kn] for element length L [mm] HM 72/ HM 55/ HM 52/ HM 50/ HM 40/ HM 72/48 D HM 55/42 D HM 52/34 D HM 50/30 D HM 40/22 D Modulus of elasticit = N/mm 2 Note: If eccentricit e > e 1 " a flexural buckling verification acc. to Eurocode 3 is necessar. Langenfeld, Signed for and on behalf of the manufacturer b Richard Wachter (Managing Director) ppa. Dr.Ing. Dirk Albartus (Manager Engineering) H 926E 07/14

European Technical Assessment ETA-10/0422 of 08/01/2016

European Technical Assessment ETA-10/0422 of 08/01/2016 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