fermacell AESTUVER fire-protection boards

fermacell AESTUVER fire-protection boards Classification of the fire resistance of structural steel members R0498a Datum:

P.O. Box 554-2665 ZN Bleiswijk Brandpuntlaan Zuid 16-2665 NZ Bleiswijk The Netherlands +31 88 3473 723 nederland@efectis.com OF THE FIRE RESISTANCE IN ACCORDANCE WITH EN 13501-2:2007+A1:2009 OF STRUCTURAL STEEL MEMBERS PROTECTED BY AESTUVER BOARDS Classification no. Sponsor Product name Düsseldorfer Landstrasse 395 47259 Duisburg Germany Aestuver boards Prepared by Efectis Nederland BV Notified body no. 1234 Authors Ir. T. Rakovec P.W.M. Kortekaas Project number 2013498 Date of issue Number of pages 13 All rights reserved. No part of this publication may be reproduced and/or published without the previous written consent of Efectis Nederland. Submitting the report for inspection to parties who have a direct interest is permitted. In case this report was drafted on instructions, the rights and obligations of contracting parties are subject to either the Standard Conditions of Efectis Nederland or the relevant agreement concluded between the contracting parties. 2013 Efectis Nederland BV Page 1 / 13

CONTENTS 1. INTRODUCTION... 3 2. DETAILS OF CLASSIFIED PRODUCT... 3 2.1 General... 3 2.2 Description... 3 3. TEST REPORT, ASSESSMENT REPORT AND TEST RESULTS IN SUPPORT OF THE... 3 3.1 Test & assessment report... 3 3.2 Results... 4 4. AND FIELD OF APPLICATION... 4 4.1 Reference of classification... 4 4.2 Classification... 4 4.3 Field of application... 5 4.4 Limitations... 5 APPENDIX A: DESIGN TABLES... 6 APPENDIX B: DRAWINGS... 13 This report consists of thirteen pages and may only be used in its entirety. Page 2 / 13

1. INTRODUCTION This classification report gives a classification of structural steel members protected by Aestuver boards in accordance with the procedures given in EN 13501-2:2007+A1:2009. 2. DETAILS OF CLASSIFIED PRODUCT 2.1 GENERAL The Aestuver boards are defined as boxed applied passive protection to steel members. In total 2 tests were carried out at the laboratory of Efectis Nederland in Bleiswijk, The Netherlands, on the following dates: Test 1: 02/10/2013 Test 2: 14/10/2013 2.2 DESCRIPTION The product is fully described in the test report no. 2013-Efectis-R0343a. 2.2.1 Protection system The applied fire protection system consists of a single layer boxed protection of Aestuver board. All connections of the boards are created by staples. The cladding Aestuver boards is connected to noggings which consist of Aestuver board of dimensions 20 mm x 150 mm x distance between beam flanges (cladding more than 15 mm thick) 15 mm x 150 mm x distance between beam flanges (cladding 15 mm thick) The centre-to-centre distance of the noggings is 1250 mm. Scheme of the fire protection system is given in Appendix B. 2.2.2 Steel sections In total 2 loaded beams, 2 reference beams and 11 short I-section beams protected by Aestuver boards were tested. 3. TEST REPORT, ASSESSMENT REPORT AND TEST RESULTS IN SUPPORT OF THE 3.1 TEST & ASSESSMENT REPORT Name of laboratory Name of sponsor Report ref. No. Test method Efectis Nederland BV Test report: 2013-Efectis-R0343a Efectis Nederland BV Assessment report: 2013-Efectis-R0343b EN 13381-4:2013 EN 13381-4:2013 This report consists of thirteen pages and may only be used in its entirety. Page 3 / 13

3.2 RESULTS Test method, number and date of report EN 13381-4:2013 2013-Efectis-R0343a EN 13381-4:2013 2013-Efectis-R0343b Parameter Fire exposure Number of exposed sides Support conditions Length of the loaded beam Applied load to the loaded beam Loadbearing capacity Required thickness of protection related to design temperature fire resistance and section factor Results standard temperature/time curve 3 Simply supported 4500 mm 60 % of the design moment resistance Test 1 (15 mm): 69 min Test 2 (50 mm): 146 min Tabulated data in Appendix A 4. AND FIELD OF APPLICATION 4.1 REFERENCE OF The classification has been carried out in accordance with Clause 7 of EN 13501-2:2007 +A1:2009. 4.2 The element structural steel member protected by Aestuver boards is classified according to the following performance parameter and classes: Fire resistance classification: R 15 R 240 This report consists of thirteen pages and may only be used in its entirety. Page 4 / 13

4.3 FIELD OF APPLICATION This classification is valid for the following end use of applications: Classes of fire resistance R 15, R 20, R 30, R 45, R 60, R 90, R 120, R 180, R 240 Design steel temperature 350 ºC θ a 750 ºC Permitted section factor range: Permitted protection thickness: 61.8 m -1 A m /V 278.9 m -1 For section factors below the minimum permitted section factor the same protection thickness as that applied to the minimum section factor must be applied 14.25 mm d p 52.5 mm Grades of steel: Any structural grade (S designation) according to EN 10025-1 (excluding S185); engineering grades (E designation) shall not be used; the results may be also applicable to fabricated sections The maximum beam web depth 331 mm + 50 % = 496.5 mm Number of exposed sides 3 The distance of Aestuver boards from a steel member (tested distance 3 mm at the vertical sides and 10 mm at the lower flange of the beam): 0 mm to 53 mm at the vertical sides 5 mm to 60 mm at the lower flange with no change of fixing 4.4 LIMITATIONS This classification document does not represent type approval or certification of the product. Signed Approved Ir. T. Rakovec Project Leader Fire Engineering P.W.M. Kortekaas Project Leader Resistance to Fire This report consists of thirteen pages and may only be used in its entirety. Page 5 / 13

APPENDIX A: DESIGN TABLES Table A.1: Required thickness of fire protection: R 30 Table A.2: Required thickness of fire protection: R 60 Table A.3: Required thickness of fire protection: R 90 Table A.4: Required thickness of fire protection: R 120 Table A.5: Required thickness of fire protection: R 180 Table A.6: Required thickness of fire protection: R 240 This report consists of thirteen pages and may only be used in its entirety. Page 6 / 13

Section factor (m -1 ) Fire resistance classification R 30 Design temperature 350 ºC 400 ºC 450 ºC 500 ºC 550 ºC 600 ºC 650 ºC 700 ºC 750 ºC Thickness of fire protection material to maintain steel temperature below design temperature (mm) 0 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 61.8 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 70 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 80 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 90 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 100 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 110 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 120 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 130 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 140 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 150 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 160 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 170 14.4 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 180 14.7 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 190 15 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 200 15.3 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 210 15.6 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 220 15.8 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 230 16 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 240 16.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 250 16.4 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 260 16.5 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 270 16.7 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 278.9 16.8 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 Table A.1 Required thickness of fire protection: R 30 This report consists of thirteen pages and may only be used in its entirety. Page 7 / 13

Section factor (m -1 ) Fire resistance classification R 60 Design temperature 350 ºC 400 ºC 450 ºC 500 ºC 550 ºC 600 ºC 650 ºC 700 ºC 750 ºC Thickness of fire protection material to maintain steel temperature below design temperature (mm) 0 17.1 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 61.8 17.1 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 70 18.9 15.4 14.2 14.2 14.2 14.2 14.2 14.2 14.2 80 20.7 16.9 14.2 14.2 14.2 14.2 14.2 14.2 14.2 90 22.1 18.3 14.8 14.2 14.2 14.2 14.2 14.2 14.2 100 23.3 19.4 15.8 14.2 14.2 14.2 14.2 14.2 14.2 110 24.3 20.3 16.7 14.2 14.2 14.2 14.2 14.2 14.2 120 25.1 21.2 17.4 14.2 14.2 14.2 14.2 14.2 14.2 130 25.8 21.9 18.1 14.5 14.2 14.2 14.2 14.2 14.2 140 26.5 22.5 18.7 15 14.2 14.2 14.2 14.2 14.2 150 27 23.1 19.2 15.4 14.2 14.2 14.2 14.2 14.2 160 27.5 23.6 19.7 15.9 14.2 14.2 14.2 14.2 14.2 170 28 24 20.1 16.3 14.2 14.2 14.2 14.2 14.2 180 28.4 24.4 20.5 16.6 14.2 14.2 14.2 14.2 14.2 190 28.7 24.8 20.9 16.9 14.2 14.2 14.2 14.2 14.2 200 29.1 25.1 21.2 17.3 14.2 14.2 14.2 14.2 14.2 210 29.3 25.4 21.5 17.5 14.2 14.2 14.2 14.2 14.2 220 29.6 25.7 21.8 17.8 14.2 14.2 14.2 14.2 14.2 230 29.9 26 22 18 14.2 14.2 14.2 14.2 14.2 240 30.1 26.2 22.3 18.3 14.2 14.2 14.2 14.2 14.2 250 30.3 26.5 22.5 18.5 14.3 14.2 14.2 14.2 14.2 260 30.5 26.7 22.7 18.7 14.5 14.2 14.2 14.2 14.2 270 30.7 26.9 22.9 18.8 14.7 14.2 14.2 14.2 14.2 278.9 30.8 27 23.1 19 14.8 14.2 14.2 14.2 14.2 Table A.2 Required thickness of fire protection: R 60 This report consists of thirteen pages and may only be used in its entirety. Page 8 / 13

Section factor (m -1 ) Fire resistance classification R 90 Design temperature 350 ºC 400 ºC 450 ºC 500 ºC 550 ºC 600 ºC 650 ºC 700 ºC 750 ºC Thickness of fire protection material to maintain steel temperature below design temperature (mm) 0 28.9 24.6 21 17.8 15.1 14.2 14.2 14.2 14.2 61.8 28.9 24.6 21 17.8 15.1 14.2 14.2 14.2 14.2 70 31 26.6 22.8 19.4 16.5 14.2 14.2 14.2 14.2 80 33 28.6 24.7 21.1 17.9 15 14.2 14.2 14.2 90 34.7 30.3 26.2 22.6 19.2 16.1 14.2 14.2 14.2 100 36.1 31.7 27.6 23.9 20.4 17.1 14.2 14.2 14.2 110 37.2 32.9 28.8 25 21.4 18 14.8 14.2 14.2 120 38.2 33.9 29.8 26 22.3 18.8 15.5 14.2 14.2 130 39.1 34.8 30.7 26.8 23.1 19.5 16.1 14.2 14.2 140 39.8 35.6 31.5 27.6 23.8 20.2 16.6 14.2 14.2 150 40.4 36.3 32.3 28.3 24.5 20.8 17.1 14.2 14.2 160 41 36.9 32.9 29 25.1 21.3 17.6 14.2 14.2 170 41.5 37.5 33.5 29.6 25.7 21.8 18.1 14.3 14.2 180 42 38 34.1 30.1 26.2 22.3 18.5 14.6 14.2 190 42.4 38.5 34.5 30.6 26.7 22.8 18.8 14.9 14.2 200 42.8 38.9 35 31.1 27.1 23.2 19.2 15.2 14.2 210 43.1 39.3 35.4 31.5 27.5 23.6 19.5 15.5 14.2 220 43.5 39.7 35.8 31.9 27.9 23.9 19.9 15.8 14.2 230 43.7 40 36.1 32.3 28.3 24.3 20.2 16 14.2 240 44 40.3 36.5 32.6 28.6 24.6 20.4 16.2 14.2 250 44.3 40.6 36.8 32.9 28.9 24.9 20.7 16.4 14.2 260 44.5 40.8 37.1 33.2 29.2 25.2 21 16.6 14.2 270 44.7 41.1 37.3 33.5 29.5 25.4 21.2 16.8 14.2 278.9 44.9 41.3 37.6 33.7 29.7 25.6 21.4 17 14.2 Table A.3 Required thickness of fire protection: R 90 This report consists of thirteen pages and may only be used in its entirety. Page 9 / 13

Section factor (m -1 ) Fire resistance classification R 120 Design temperature 350 ºC 400 ºC 450 ºC 500 ºC 550 ºC 600 ºC 650 ºC 700 ºC 750 ºC Thickness of fire protection material to maintain steel temperature below design temperature (mm) 0 40.7 35.5 31 27.2 23.8 20.9 18.3 16 14.2 61.8 40.7 35.5 31 27.2 23.8 20.9 18.3 16 14.2 70 43.1 37.9 33.3 29.3 25.8 22.6 19.8 17.2 14.9 80 45.4 40.3 35.7 31.6 27.9 24.5 21.5 18.7 16.1 90 47.3 42.3 37.7 33.5 29.7 26.2 23 20 17.2 100 48.9 44 39.4 35.2 31.3 27.7 24.3 21.2 18.2 110 50.2 45.4 40.9 36.7 32.8 29.1 25.6 22.2 19.1 120 51.3 46.6 42.2 38 34.1 30.3 26.7 23.2 20 130 52.3 47.7 43.4 39.2 35.2 31.4 27.7 24.2 20.8 140-48.7 44.4 40.3 36.3 32.4 28.7 25 21.5 150-49.5 45.3 41.2 37.2 33.4 29.6 25.8 22.2 160-50.3 46.2 42.1 38.1 34.2 30.4 26.6 22.9 170-51 46.9 42.9 38.9 35 31.1 27.3 23.5 180-51.6 47.6 43.6 39.7 35.7 31.8 28 24.1 190-52.2 48.2 44.3 40.3 36.4 32.5 28.6 24.7 200 - - 48.8 44.9 41 37.1 33.1 29.2 25.2 210 - - 49.3 45.5 41.6 37.6 33.7 29.7 25.7 220 - - 49.8 46 42.1 38.2 34.2 30.2 26.1 230 - - 50.3 46.5 42.6 38.7 34.7 30.7 26.6 240 - - 50.7 46.9 43.1 39.2 35.2 31.2 27 250 - - 51.1 47.4 43.6 39.7 35.7 31.6 27.4 260 - - 51.4 47.8 44 40.1 36.1 32 27.8 270 - - 51.8 48.1 44.4 40.5 36.5 32.4 28.2 278.9 - - 52 48.4 44.7 40.9 36.9 32.7 28.5 Table A.4 Required thickness of fire protection: R 120 This report consists of thirteen pages and may only be used in its entirety. Page 10 / 13

Section factor (m -1 ) Fire resistance classification R 180 Design temperature 350 ºC 400 ºC 450 ºC 500 ºC 550 ºC 600 ºC 650 ºC 700 ºC 750 ºC Thickness of fire protection material to maintain steel temperature below design temperature (mm) 0 - - 51.1 45.8 41.3 37.3 33.7 30.6 27.7 61.8 - - 51.1 45.8 41.3 37.3 33.7 30.6 27.7 70 - - - 49 44.4 40.2 36.5 33.1 30.1 80 - - - 52.5 47.7 43.4 39.5 36 32.7 90 - - - - 50.7 46.3 42.3 38.6 35.1 100 - - - - - 48.9 44.8 40.9 37.4 110 - - - - - 51.2 47 43.1 39.4 120 - - - - - - 49.1 45.2 41.4 130 - - - - - - 51 47 43.2 140 - - - - - - - 48.8 44.9 150 - - - - - - - 50.4 46.5 160 - - - - - - - 51.9 47.9 170 - - - - - - - - 49.3 180 - - - - - - - - 50.7 190 - - - - - - - - 51.9 200 - - - - - - - - - 210 - - - - - - - - - 220 - - - - - - - - - 230 - - - - - - - - - 240 - - - - - - - - - 250 - - - - - - - - - 260 - - - - - - - - - 270 - - - - - - - - - 278.9 - - - - - - - - - Table A.5 Required thickness of fire protection: R 180 This report consists of thirteen pages and may only be used in its entirety. Page 11 / 13

Section factor (m -1 ) Fire resistance classification R 240 Design temperature 350 ºC 400 ºC 450 ºC 500 ºC 550 ºC 600 ºC 650 ºC 700 ºC 750 ºC Thickness of fire protection material to maintain steel temperature below design temperature (mm) 0 - - - - - - 49.1 45.1 41.6 61.8 - - - - - - 49.1 45.1 41.6 70 - - - - - - - 49 45.2 80 - - - - - - - - 49.3 90 - - - - - - - - - 100 - - - - - - - - - 110 - - - - - - - - - 120 - - - - - - - - - 130 - - - - - - - - - 140 - - - - - - - - - 150 - - - - - - - - - 160 - - - - - - - - - 170 - - - - - - - - - 180 - - - - - - - - - 190 - - - - - - - - - 200 - - - - - - - - - 210 - - - - - - - - - 220 - - - - - - - - - 230 - - - - - - - - - 240 - - - - - - - - - 250 - - - - - - - - - 260 - - - - - - - - - 270 - - - - - - - - - 278.9 - - - - - - - - - Table A.6 Required thickness of fire protection: R 240 This report consists of thirteen pages and may only be used in its entirety. Page 12 / 13

APPENDIX B: DRAWINGS Figure B.1 Scheme of the fire protection system This report consists of thirteen pages and may only be used in its entirety. Page 13 / 13

AESTUVER Düsseldorfer Landstraße 395 D-47259 Duisburg Germany www.fermacell-aestuver.com For the latest version of this brochure please visit our website www.fermacell-aestuver.com Technical modifications subject to changes. Last updated: 12/2013 The most recent edition applies. Should you require additional information, please contact our fermacell customer service. fermacell customer service: phone +49 (0) 203 60 880-3 fax +49 (0) 203 60 880-8399 e-mail info@xella.com fermacell is a registered trademark and a company of the XELLA group.