Certificate of Conformity of Factory Production Control

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Karin Thornton
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1 Certificate of Conformity of Factory Production Control This certificate is issued to: Weldon Road, Corby, Northants, NN17 5UE Cleveland, TS25 2EG In compliance with Regulation 305/2011/EU of the European Parliament and of the Council of 9 March 2011 (the Construction Products Regulation or CPR), this certificate applies to the construction product: Hot Finished Structural Hollow Sections of non-alloy and fine grain steels Cold Formed Welded Structural Hollow Sections of non-alloy and fine grain steels This certificate attests that all provisions concerning the assessment and verification of constancy of performance and the performances described in Annex ZA of the standard(s) EN : 2006 Hot Finished Structural Hollow Sections of non-alloy and fine grain steels. EN : 2006 Cold Formed Welded Structural Hollow Sections of non-alloy and fine grain steels. under system 2+ are applied and that the products fulfil all the prescribed requirements set out above. The attached Schedule, of the same date, details the manufacturing location(s), harmonised product standard and product parameters and shall form a part of this certificate. This Certificate will remain valid as long as the test methods and/or factory production control requirements included in the harmonised standard, used to assess the performance of the declared characteristics, do not change, and the product, and the manufacturing conditions in the plant are not modified significantly. Certificate No: 0038/CPR/LRQ /B Original Approval: 16/April 2007 Current Certificate: 29 April 2016 Expiry Date: 15 April 2019 Lloyd's Register Group Limited, its affiliates and subsidiaries and their respective officers, employees or agents are, individually and collectively, referred to in this clause as the 'Lloyd's Register'. Lloyd's Register assumes no responsibility and shall not be liable to any person for any loss, damage or expense caused by reliance on the information or advice in this document or howsoever provided, unless that person has signed a contract with the relevant Lloyd's Register entity for the provision of this information or advice and in that case any responsibility or liability is exclusively on the terms and conditions set out in that contract.

2 0038/CPR/LRQ /B/1 Schedule Weldon Road, Corby, Northants, NN17 5UE Corby EN :2006 (Dimensional tolerances to EN :2006) Hot Finished Structural Hollow Sections EWSR 1 Mill 5mm Thick EWSR 2 Mill 12.5mm Thick 6 Mill 16mm Thick S235JRH CHS & RHS 12.5mm max S275J0H, S275J2H CHS & RHS 12.5mm max S355J0H, S355J2H, S355K2H, S355NH CHS & RHS16mm max S355NLH CHS 12.5mm max, RHS 16mm max S420NH CHS 8mm max, RHS 10mm max Note 1 Note 2 Grades can be rolled on all mills; product size governs which mill CHS Circular hollow sections RHS includes rectangular, square and elliptical hollow sections

3 0038/CPR/LRQ /B/2 Schedule Cleveland TS25 2EG Hartlepool EN :2006 (Dimensional tolerances to EN :2006) Hartlepool 20 Mill - 20mm max thickness Hot Finished Structural Hollow Sections S355J0H, S355J2H, S355K2H, S355NH S355NLH- CHS 16mm max, RHS 20mm max S420NH CHS & RHS 12.5mm max

4 0038/CPR/LRQ /B/3 Schedule Weldon Road, Corby, Northants, NN17 5UE Corby EN :2006 (Dimensional tolerances to EN :2006) Cold Formed Welded Structural Hollow Sections Cold Form Mill 1 5mm Thick Cold Form Mill 2 8mm Thick 6 Mill 12.5mm Thick S235JRH CHS 12.5mm, RHS 8mm max S275J0H, S275J2H CHS 10mm, RHS 8mm max S355J0H, S355J2H, S355K2H, CHS 12.5mm max, RHS 8mm max S355NH, S460MH CHS & RHS 6mm max S420MH CHS 10mm max, RHS 8mm max Note 1 Note 2 Grades can be rolled on all mills; product size governs which mill CHS Circular hollow sections RHS includes rectangular, square and elliptical hollow sections

5 0038/CPR/LRQ /B/4 Schedule Cleveland TS25 2EG Hartlepool EN :2006 (Dimensional tolerances to EN :2006) Hartlepool 20in Mill to 16mm max thickness Cold Formed Welded Structural Hollow Sections S275J0H, S275J2H, S355J0H, S355J2H, S355K2H, S355MH CHS 16mm max, RHS 12.5mm max S420MH CHS & RHS 10mm max

TECHNOLOGICAL ASPECTS OF EXECUTION OF WELDED JOINTS IN HOLLOW SECTIONS

TECHNOLOGICAL ASPECTS OF EXECUTION OF WELDED JOINTS IN HOLLOW SECTIONS CZASOPISMO INŻYNIERII LĄDOWEJ, ŚRODOWISKA I ARCHITEKTURY JOURNAL OF CIVIL ENGINEERING, ENVIRONMENT AND ARCHITECTURE JCEEA, t. XXXV, z. 65 (2/18), kwiecień-czerwiec 2018, s. 35-42, DOI:10.7862/rb.2018.22