fermacell · Germany Product name ... the rights and obligations of contracting parties are subject to either the Standard ... lower flange of the beam):

fermacell AESTUVER fire-protection boards Classification of the fire resistance of structural steel members R0498b

Datum: December 2013

P.O. Box 554 - 2665 ZN Bleiswijk Brandpuntlaan Zuid 16 - 2665 NZ Bleiswijk The Netherlands +31 88 3473 723 [email protected]

CLASSIFICATION

CLASSIFICATION OF THE FIRE RESISTANCE IN ACCORDANCE WITH

EN 13501-2:2007+A1:2009 OF STRUCTURAL STEEL MEMBERS PROTECTED BY AESTUVER BOARDS

Classification no. 2013-Efectis-R0498b

Sponsor Fermacell GmbH Düsseldorfer Landstrasse 395 47259 Duisburg Germany

Product name 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 December 2013

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

Efectis Nederland Report 2013-Efectis-R0498b December 2013 Fermacell GmbH

CLASSIFICATION

CONTENTS

1. INTRODUCTION ....................................................................................... 3

2. DETAILS OF CLASSIFIED PRODUCT ............................................................... 3

2.1 General ............................................................................................... 3 2.2 Description ........................................................................................... 3

3. TEST REPORTS, ASSESSMENT REPORT AND TEST RESULTS IN SUPPORT OF THE CLASSIFICATION .............................................................................................. 3

3.1 Test & assessment report ......................................................................... 3 3.2 Results ................................................................................................ 4

4. CLASSIFICATION AND FIELD OF APPLICATION ................................................. 4

4.1 Reference of classification ........................................................................ 4 4.2 Classification ........................................................................................ 5 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


CLASSIFICATION

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 5 tests were carried out at the laboratory of Efectis Nederland on the following dates: • Test 1: 26/04/2013 • Test 2: 08/05/2013 • Test 3: 20/06/2013 • Test 4: 02/10/2013 • Test 5: 14/10/2013

2.2 DESCRIPTION

The product is fully described in the test reports no. 2013-Efectis-R0116a and 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 a double layer of Aestuver boards of dimensions • 2x20 mm x 150 mm x distance between beam flanges (cladding more than 15 mm thick) • 2x15 mm x 150 mm x distance between beam flanges (cladding 15 mm thick) The centre-to-centre distance of the noggings is 1250 mm. Outer board of the nogging consist of two wedges – lower wedge is of height 4/5 and the upper wedge of height 1/5 of the overall height. The inner board of the nogging is made of one full height board. Scheme of the fire protection system is 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 REPORTS, ASSESSMENT REPORT AND TEST RESULTS IN SUPPORT OF THE CLASSIFICATION

3.1 TEST & ASSESSMENT REPORT

Name of laboratory Name of sponsor Report ref. No. Test method

Efectis Nederland BV Fermacell GmbH Test report: 2013-Efectis-R0116a

EN 13381-4:2013

Efectis Nederland BV Fermacell GmbH Test report: 2013-Efectis-R0343a

EN 13381-4:2013

Efectis Nederland BV Fermacell GmbH Assessment report: 2013-Efectis-R0343d

EN 13381-4:2013



CLASSIFICATION

3.2 RESULTS

Test method, number and date of report

Parameter Results

EN 13381-4:2013 2013-Efectis-R0116a September 2013

Specimens Loaded beams, reference beams

Fire exposure standard temperature/time curve

Number of exposed sides

3

Support conditions Simply supported

Length of the loaded beam

4500 mm

Applied load to the loaded beam

60 % of the design moment resistance

Loadbearing capacity Test 1 (50 mm): 188 min Test 2 (15 mm): 77 min

EN 13381-4:2013 2013-Efectis-R0343a December 2013

Specimens Short I-section beams

Fire exposure standard temperature/time curve

Number of exposed sides

3

Length of the short I-section beam

1000 mm

EN 13381-4:2013 2013-Efectis-R0343d December 2013

Required thickness of protection related to design temperature fire resistance and section factor

Tabulated data in Appendix A

4. CLASSIFICATION AND FIELD OF APPLICATION

4.1 REFERENCE OF CLASSIFICATION

The classification has been carried out in accordance with Clause 7 of EN 13501-2:2007 +A1:2009.



CLASSIFICATION

4.2 CLASSIFICATION

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

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 ≤ θa ≤ 750 ºC

Permitted section factor range:

61.8 m-1 ≤ Am/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

Permitted protection thickness:

14.25 mm ≤ dp ≤ 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 P.W.M. Kortekaas Project Leader Fire Engineering Project Leader Resistance to Fire



CLASSIFICATION

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



CLASSIFICATION

Fire resistance classification R 30

Section factor (m-1)

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 15.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 210 15.5 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 220 15.7 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 230 15.9 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 240 16 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 250 16.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 260 16.4 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 270 16.5 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2

278.9 16.6 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



CLASSIFICATION





0 15.5 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 61.8 15.5 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2

70 17.1 14.2 14.2 14.2 14.2 14.2 14.2 14.2 14.2 80 18.8 15.7 14.2 14.2 14.2 14.2 14.2 14.2 14.2 90 20.1 16.9 14.2 14.2 14.2 14.2 14.2 14.2 14.2

100 21.2 17.9 14.9 14.2 14.2 14.2 14.2 14.2 14.2 110 22.1 18.7 15.7 14.2 14.2 14.2 14.2 14.2 14.2 120 22.9 19.5 16.4 14.2 14.2 14.2 14.2 14.2 14.2 130 23.5 20.1 17 14.2 14.2 14.2 14.2 14.2 14.2 140 24.1 20.7 17.5 14.5 14.2 14.2 14.2 14.2 14.2 150 24.6 21.2 18 14.9 14.2 14.2 14.2 14.2 14.2 160 25.1 21.6 18.4 15.3 14.2 14.2 14.2 14.2 14.2 170 25.5 22 18.8 15.6 14.2 14.2 14.2 14.2 14.2 180 25.8 22.4 19.1 15.9 14.2 14.2 14.2 14.2 14.2 190 26.2 22.7 19.4 16.2 14.2 14.2 14.2 14.2 14.2 200 26.4 23 19.7 16.5 14.2 14.2 14.2 14.2 14.2 210 26.7 23.3 20 16.7 14.2 14.2 14.2 14.2 14.2 220 27 23.6 20.2 16.9 14.2 14.2 14.2 14.2 14.2 230 27.2 23.8 20.4 17.1 14.2 14.2 14.2 14.2 14.2 240 27.4 24 20.7 17.3 14.2 14.2 14.2 14.2 14.2 250 27.6 24.2 20.8 17.5 14.2 14.2 14.2 14.2 14.2 260 27.8 24.4 21 17.7 14.4 14.2 14.2 14.2 14.2 270 27.9 24.6 21.2 17.8 14.5 14.2 14.2 14.2 14.2

278.9 28.1 24.7 21.3 18 14.6 14.2 14.2 14.2 14.2 Table A.2 Required thickness of fire protection: R 60



CLASSIFICATION





0 25.3 21.7 18.7 16.1 14.2 14.2 14.2 14.2 14.2 61.8 25.3 21.7 18.7 16.1 14.2 14.2 14.2 14.2 14.2

70 27.2 23.4 20.2 17.5 15.1 14.2 14.2 14.2 14.2 80 29 25.2 21.9 18.9 16.4 14.2 14.2 14.2 14.2 90 30.5 26.7 23.2 20.2 17.5 15 14.2 14.2 14.2

100 31.7 27.9 24.4 21.3 18.4 15.8 14.2 14.2 14.2 110 32.8 28.9 25.4 22.2 19.3 16.5 14.2 14.2 14.2 120 33.6 29.8 26.3 23 20 17.2 14.6 14.2 14.2 130 34.4 30.6 27.1 23.8 20.7 17.8 15.1 14.2 14.2 140 35 31.3 27.8 24.4 21.3 18.3 15.5 14.2 14.2 150 35.6 31.9 28.4 25 21.9 18.8 15.9 14.2 14.2 160 36.1 32.4 28.9 25.6 22.4 19.3 16.3 14.2 14.2 170 36.6 32.9 29.4 26 22.8 19.7 16.7 14.2 14.2 180 37 33.4 29.9 26.5 23.2 20.1 17 14.2 14.2 190 37.3 33.8 30.3 26.9 23.6 20.4 17.3 14.3 14.2 200 37.7 34.1 30.7 27.3 24 20.8 17.6 14.5 14.2 210 38 34.5 31 27.6 24.3 21.1 17.9 14.8 14.2 220 38.2 34.8 31.3 27.9 24.6 21.3 18.1 15 14.2 230 38.5 35 31.6 28.2 24.9 21.6 18.4 15.1 14.2 240 38.7 35.3 31.9 28.5 25.2 21.9 18.6 15.3 14.2 250 38.9 35.5 32.1 28.8 25.4 22.1 18.8 15.5 14.2 260 39.1 35.8 32.4 29 25.7 22.3 19 15.7 14.2 270 39.3 36 32.6 29.2 25.9 22.5 19.2 15.8 14.2

278.9 39.5 36.1 32.8 29.4 26.1 22.7 19.3 15.9 14.2 Table A.3 Required thickness of fire protection: R 90



CLASSIFICATION





0 35.2 30.6 26.8 23.6 20.9 18.6 16.5 14.7 14.2 61.8 35.2 30.6 26.8 23.6 20.9 18.6 16.5 14.7 14.2

70 37.2 32.7 28.8 25.4 22.5 20 17.7 15.7 14.2 80 39.3 34.7 30.8 27.3 24.2 21.5 19.1 16.9 14.9 90 40.9 36.5 32.5 28.9 25.7 22.9 20.3 17.9 15.7

100 42.3 37.9 33.9 30.3 27 24.1 21.3 18.8 16.5 110 43.4 39.1 35.2 31.5 28.2 25.1 22.3 19.7 17.2 120 44.4 40.2 36.2 32.6 29.2 26.1 23.2 20.4 17.9 130 45.2 41.1 37.2 33.6 30.2 27 24 21.2 18.5 140 46 41.9 38 34.4 31 27.8 24.7 21.8 19.1 150 46.6 42.6 38.8 35.2 31.7 28.5 25.4 22.4 19.6 160 47.2 43.2 39.5 35.9 32.4 29.1 26 23 20.1 170 47.7 43.8 40.1 36.5 33.1 29.7 26.6 23.5 20.5 180 48.1 44.3 40.6 37.1 33.6 30.3 27.1 24 20.9 190 48.5 44.8 41.1 37.6 34.2 30.8 27.6 24.4 21.3 200 48.9 45.2 41.6 38.1 34.7 31.3 28 24.8 21.7 210 49.2 45.6 42 38.5 35.1 31.8 28.5 25.2 22.1 220 49.5 45.9 42.4 38.9 35.5 32.2 28.9 25.6 22.4 230 49.8 46.3 42.8 39.3 35.9 32.6 29.2 26 22.7 240 50.1 46.6 43.1 39.7 36.3 32.9 29.6 26.3 23 250 50.3 46.9 43.4 40 36.6 33.3 29.9 26.6 23.3 260 50.5 47.1 43.7 40.3 37 33.6 30.2 26.9 23.6 270 50.7 47.4 44 40.6 37.3 33.9 30.5 27.2 23.8

278.9 50.9 47.6 44.2 40.9 37.5 34.1 30.8 27.4 24 Table A.4 Required thickness of fire protection: R 120



CLASSIFICATION





0 - 48.5 43.2 38.7 34.9 31.6 28.7 26.1 23.9 61.8 - 48.5 43.2 38.7 34.9 31.6 28.7 26.1 23.9

70 - 51.1 45.8 41.3 37.3 33.9 30.8 28.1 25.7 80 - - 48.6 44 40 36.4 33.2 30.3 27.7 90 - - 50.9 46.4 42.3 38.6 35.3 32.2 29.5

100 - - - 48.4 44.3 40.6 37.2 34 31.1 110 - - - 50.2 46.1 42.3 38.8 35.6 32.6 120 - - - 51.7 47.7 43.9 40.4 37.1 34 130 - - - - 49.1 45.3 41.8 38.4 35.3 140 - - - - 50.4 46.6 43.1 39.7 36.5 150 - - - - 51.5 47.8 44.2 40.8 37.6 160 - - - - - 48.9 45.3 41.9 38.6 170 - - - - - 49.9 46.3 42.9 39.6 180 - - - - - 50.8 47.2 43.8 40.5 190 - - - - - 51.6 48.1 44.7 41.3 200 - - - - - 52.4 48.9 45.5 42.1 210 - - - - - - 49.6 46.2 42.9 220 - - - - - - 50.4 46.9 43.6 230 - - - - - - 51 47.6 44.2 240 - - - - - - 51.6 48.2 44.9 250 - - - - - - 52.2 48.8 45.4 260 - - - - - - - 49.4 46 270 - - - - - - - 49.9 46.6

278.9 - - - - - - - 50.4 47 Table A.5 Required thickness of fire protection: R 180



CLASSIFICATION





0 - - - - 48.8 44.6 40.9 37.6 34.7 61.8 - - - - 48.8 44.6 40.9 37.6 34.7

70 - - - - 52.2 47.8 43.9 40.5 37.4 80 - - - - - 51.3 47.3 43.7 40.4 90 - - - - - - 50.3 46.6 43.2

100 - - - - - - - 49.2 45.7 110 - - - - - - - 51.6 48 120 - - - - - - - - 50.1 130 - - - - - - - - 52.1 140 - - - - - - - - - 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



CLASSIFICATION

APPENDIX B: DRAWINGS

Figure B.1 Scheme of the fire protection system


Fermacell GmbH

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.

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

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Last updated: 12/2013

Documents

fermacell · Germany Product name ... the rights and obligations of contracting parties are subject to either the Standard ... lower flange of the beam):