Cross Section and Reference Values as per DIN Corrugated steel profile type

Transcription

1 Cross Section and Reference Values as per DIN Corrugated steel profile type Cross section and reference values as per DIN dimensions in mm profiled sheet in Annex no. 2.2 to the test gated steel sheet profile acceptable load-bearing capability values for down-facing and pressing surface loads 1) field end elastically acceptable section sizes at moment forces intermediate s 5.) nominal sheet thickness section and reference values as per DIN part 2 Structurally tested as a t test certification no. II B3 Ministry for Urban Plannin Housing Testing Authority for Buildin Düsseldorf, 31 st Januar By Order Clerk ions in mm Annex no. 1.1 to the test certification Structurally tested as a type design test certification no. II B Ministry for Urban Planning and Housing Testing Authority for Building Statics Düsseldorf, 21st July 1997 load- servicebearing ability capability max. moment max. intermediate force residual moment about the points of su By Order Clerk 3) intermediate width ad-bearing capability values for down-facing and pressing surface loads 1) field end elastically acceptable section sizes residual moment about the moment forces at intermediate s 5.) points of 6.) load-bearing serviceability capability max. moment 4) intermediate width max. intermediate force nominal field sheet moment thickness 3) intermediate width acceptable load-bearing capability values for up-facing and lifting surface loads 1) fastening in every adjacent boom end intermediate 4) intermediate width fastening in every 2 nd adjacent boom end intermediate FischerWELLE * An enterprise of Tata Steel 1

2 2

3 Ministry for Urban Planning, Housing, Culture and Sport of the North-Rhine Westphalia Region Postal and shipping address Elisabeth-Str. 5-11, Düsseldorf Tel. (0211) Breite Str. Office Tel. (0211) Clerk: MR Schulte Extension: poststelle@mswks.nrw.de Date: 31 st July 2002 File no. (please state in correspondence) II B Test Certification No. II B pertaining to the extension of the validity of test notifications nos. II B and II B Type Design: Cross section and load bearing capacity values and permissible loading for the aluminium corrugated profiles SP 18, SP 27 and SP 42 Applicant: MONTANA Bausysteme AG Durisolstrasse 11 CH-5612 Villmergen Valid until: 31 st August 2007 The period of validity of the test certification Nos. II B and II B of 28th July 1997 is hereby extended until 31st August This notification comprises 1 page. It is valid only in conjunction with the test certification. By order Clerk (Klauke) (Schulte) Seal no. 4 of the Ministry for Urban Planning, Housing, Culture and Sport of the North-Rhine Westphalia Region 3

4 Ministry for Building and Housing of the North-Rhine Westphalia Region Offices and postal address Elisabeth-Str. 5-11, Düsseldorf Tel. (0211) Extension: Fax: (0211) II B Date: 28 th July 1997 Test Certification II B Type Design: Cross section and load bearing capacity values for the aluminium corrugated profiles SP 18, SP 27 and SP 42 Applicant: MONTANA Bausysteme AG Durisolstrasse 11 CH-5612 Villmergen Valid until: 31 st August 2002 This notification comprises 4 pages and 6 Annexes which form a part of this test certification. Seal no. 6 of the Ministry for Building and Housing of the North-Rhine Westphalia Region 4

5 Page 2 of the Test Certification No. II B of 28 th July 1997 I. General Regulations 1. This test certification releases the building supervision authority from the obligation of retesting the statics, it does not, however, release it from the obligation to check whether the construction of the building complies with this testing certificate and its Annexes listed under II. 2. If there are any deviations from this testing certification or its Annexes, proof will be required for individual cases. 2. This testing certificate does not replace any required permits for constructing the planned building. 3. This testing certification may only be used or published in its entirety not partially and its Annexes may only be used or published together with this testing certificate. In the case of a single application, only the Annexes concerning the case need be submitted. 4. An application is required in order to extend the validity of this testing certification. 5. The testing authority for building statics reserves the right of premature revocation. Seal no. 6 of the Ministry for Building and Housing of the North-Rhine Westphalia Region 5

6 Page 3 of the Test Certification No. II B of 28 th July 1997 II. Special Regulations 1. Description: The subject of the type design is the determination of the cross section and load bearing capacity values of corrugated panels with various sheet thicknesses as per DIN Part 7. The span limits for accessibility were determined as per DIN Part Annexes of the Testing Certification: The following Annexes of this testing certification were technically tested: - tables with the definitive cross section values, span limits and shear field values (Annexes 1.1, 2.1 and 3.1) - tables with the acceptable load-bearing values (Annexes 1.2, 2.2. and 3.2) 3. Basis of the type design: The following documents were tested as the basis of the type design: - Evaluation of load-bearing capacity tests of Corrugated aluminium sheet profiles SP 18, SP 27 and SP 42 as per DIN Part 2 (assessment no ), 6 pages with Annex 1 (7 figures), Annex 2 (9 tables) and Annex 3 (3 pages of calculations to determine the shear field values) prepared by Prof. Dr. Rolf Baehre, Albstr. 47, Ettlingen Seal no. 6 of the Ministry for Building and Housing of the North-Rhine Westphalia Region 6

7 Page 4 of the Test Certification No. II B of 28 th July 1997 Moreover, the following structural engineering papers were submitted: - Load-bearing capacity and accessibility tests of the Corrugated aluminium sheet profiles SP 18, SP 27 and SP 42 (test report /2), performed under the supervision of the testing institute for steel, timber and stone, University of Karlsruhe. 4. Fundamental technical building regulations: - DIN Parts 6 through 9 aluminium trapezoidal profiles version dated August Material: For the manufacture of the trapezoidal profiled panels, a suitable aluminium sheet for cold rolling as per DIN Part 9 with a 0.2% yield point of at least 165 N/mm². 6. Special notes: - The load-bearing capability values in the Annexes of this certificate are not permissible stress values as they do not contain safety factors. - Along with the load-bearing capacity values, the proof of performance and load-bearing safety as per DIN Part 8, Section 6.3 must be provided. - All other stipulations of DIN Part 8 and Part 9 must be observed. By order Clerk Eschenfelder Schulte Seal no. 6 of the Ministry for Building and Housing of the North-Rhine Westphalia Region 7

8 Corrugated aluminium profile Cross section and shear field values as per DIN dimensions in millimetres Annex no. 1.1 to the test certification Structurally tested as a type design test certification no. II B Ministry for Urban Planning and Housing Testing Authority for Building Statics Düsseldorf, 28 th July 1997 By Order Clerk nominal values of tension at the 0.2% yield point: standard cross section values nominal sheetthickness dead weight deflection 1) non-reduced cross section nominal stress effective cross section ² ) span limits 3) single span multispan shear field values for fastening in every second valley nominal in kilo Newton per metre sheetthickness 1) effective moment of inertia for downwards (+) and upwards-facing load direction (-) 2) effective cross section for a constant compressive strain σ = R p0.2 3) maximum spans up to which the trapezoidal profile may be walked upon without load distributing measures 4) T 1 may be taken from the table or increased by (L R /L Si ) for single spans L Si L If L > L, then R. Si R T 1 must be reduced by (L R /L Si ) 2. For single span s T 1 = 2 x the table value. 5) if necessary, the overall deformation of a shear field may be determined as follows: f= [(k 1 + k 1 e L ) + (k 2 + k 2 )/L S ] 10-1 a T in millimetres, whereby: e L is the distance in metres of the connections in the longitudinal jointing; a is the shear field width in metres perpendicular to the profile erection; T is the shear flow in kilo Newton per metre. 6) T k 3 + A R A,k /γ M whereby: T is γ F times the shear flow 8

9 Corrugated aluminium profile Characteristic load bearing values as per DIN Annex no. 1.2 to the test certification Structurally tested as a type design test certification no. II B Ministry for Urban Planning and Housing Testing Authority for Building Statics Düsseldorf, 28 th July 1997 By Order Clerk load-bearing capability values for down-facing and pressing surface loads 1) γ M = 1.1 is used as a partial safety coefficient. nominal sheet thickness field moment end forces elastically acceptable section sizes at intermediate s max. moment max. force max. moment max. force intermediate width 3) intermediate width 4) acceptable load-bearing capability values for up-facing and lifting surface loads 1) γ M = 1.1 is used as a partial safety coefficient. nominal sheet thickness field moment connection in every second adjacent boom 6) connection in every third adjacent boom 6) end end intermediate 5) intermediate 5) 1) at points of knife-edge loads traverse to the span direction and of single loads, proof must be provided not using the field moment M F but using the moment M B for the opposing load direction. 2) b A = end width 3) for smaller intermediate widths b B than given, the acceptable load-bearing capability values must be linearly reduced in the appropriate ratio. For b B < 10 mm, e.g. for pipes, the values for b B = 10 mm may be used. 4) for widths between the listed widths, the acceptable load-bearing capability values may be linearly interpolated. 5) interaction relationship for M and R. Interaction relationship for M and V. 6) with connections in every second boom, the given values must be halved. 9

10 Corrugated aluminium profile Cross section and shear field values as per DIN dimensions in millimetres Annex no. 2.1 to the test certification Structurally tested as a type design test certification no. II B Ministry for Urban Planning and Housing Testing Authority for Building Statics Düsseldorf, 28 th July 1997 By Order Clerk nominal values of tension at the 0.2% yield point: standard cross section values nominal sheetthickness dead weight deflection 1) non-reduced cross section nominal stress effective cross section ² ) span limits 3) single span multispan shear field values for fastening in every second valley nominal in kilo Newton per metre sheetthickness 1) effective moment of inertia for downwards (+) and upwards-facing load direction (-) 2) effective cross section for a constant compressive strain σ = R p0.2 3) maximum spans up to which the trapezoidal profile may be walked upon without load distributing measures 4) T 1 may be taken from the table or increased by (L R /L Si ) for single spans L Si L If L > L, then R. Si R T 1 must be reduced by (L R /L Si ) 2. For single span s T 1 = 2 x the table value. 5) if necessary, the overall deformation of a shear field may be determined as follows: f= [(k 1 + k 1 e L ) + (k 2 + k 2 )/L S ] 10-1 a T in millimetres, whereby: e L is the distance in metres of the connections in the longitudinal jointing; a is the shear field width in metres perpendicular to the profile erection; T is the shear flow in kilo Newton per metre. 6) T k 3 + A R A,k /γ M whereby: T is γ F times the shear flow 10

11 Corrugated aluminium profile Characteristic load bearing values as per DIN Annex no. 2.2 to the test certification Structurally tested as a type design test certification no. II B Ministry for Urban Planning and Housing Testing Authority for Building Statics Düsseldorf, 28 th July 1997 By Order Clerk load-bearing capability values for down-facing and pressing surface loads 1) γ M = 1.1 is used as a partial safety coefficient. nominal sheet thickness field moment end forces elastically acceptable section sizes at intermediate s max. moment max. force max. moment max. force intermediate width 3) intermediate width 4) acceptable load-bearing capability values for up-facing and lifting surface loads 1) γ M = 1.1 is used as a partial safety coefficient. nominal sheet thickness field moment connection in every second adjacent boom 6) connection in every third adjacent boom 6) end end intermediate 5) intermediate 5) 1) at points of knife-edge loads traverse to the span direction and of single loads, proof must be provided not using the field moment M F but using the moment M B for the opposing load direction. 2) b A = end width 3) for smaller intermediate widths b B than given, the acceptable load-bearing capability values must be linearly reduced in the appropriate ratio. For b B < 10 mm, e.g. for pipes, the values for b B = 10 mm may be used. 4) for widths between the listed widths, the acceptable load-bearing capability values may be linearly interpolated. 5) interaction relationship for M and R. Interaction relationship for M and V. 6) with connections in every second boom, the given values must be halved. 11

12 Corrugated aluminium profile Cross section and shear field values as per DIN dimensions in millimetres Annex no. 3.1 to the test certification Structurally tested as a type design test certification no. II B Ministry for Urban Planning and Housing Testing Authority for Building Statics Düsseldorf, 28 th July 1997 By Order Clerk nominal values of tension at the 0.2% yield point: standard cross section values nominal sheetthickness dead weight deflection 1) non-reduced cross section nominal stress effective cross section ² ) span limits 3) single span multispan shear field values for fastening in every second valley nominal sheetthickness in kilo Newton per metre 1) effective moment of inertia for downwards (+) and upwards-facing load direction (-) 2) effective cross section for a constant compressive strain σ = R p0.2 3) maximum spans up to which the trapezoidal profile may be walked upon without load distributing measures 4) T 1 may be taken from the table or increased by (L R /L Si ) for single spans L Si L If L > L, then R. Si R T 1 must be reduced by (L R /L Si ) 2. For single span s T 1 = 2 x the table value. 5) if necessary, the overall deformation of a shear field may be determined as follows: f= [(k 1 + k 1 e L ) + (k 2 + k 2 )/L S ] 10-1 a T in millimetres, whereby: e L is the distance in metres of the connections in the longitudinal jointing; a is the shear field width in metres perpendicular to the profile erection; T is the shear flow in kilo Newton per metre. 6) T k 3 + A R A,k /γ M whereby: T is γ F times the shear flow 12

13 Corrugated aluminium profile Characteristic load bearing values as per DIN Annex no. 3.2 to the test certification Structurally tested as a type design test certification no. II B Ministry for Urban Planning and Housing Testing Authority for Building Statics Düsseldorf, 28 th July 1997 By Order Clerk load-bearing capability values for down-facing and pressing surface loads 1) γ M = 1.1 is used as a partial safety coefficient. nominal sheet thickness field moment end forces elastically acceptable section sizes at intermediate s max. moment max. force max. moment max. force intermediate width 3) intermediate width 4) acceptable load-bearing capability values for up-facing and lifting surface loads 1) γ M = 1.1 is used as a partial safety coefficient. nominal sheet thickness field moment connection in every second adjacent boom 6) connection in every third adjacent boom 6) end end intermediate 5) intermediate 5) 1) at points of knife-edge loads traverse to the span direction and of single loads, proof must be provided not using the field moment M F but using the moment M B for the opposing load direction. 2) b A = end width 3) for smaller intermediate widths b B than given, the acceptable load-bearing capability values must be linearly reduced in the appropriate ratio. For b B < 10 mm, e.g. for pipes, the values for b B = 10 mm may be used. 4) for widths between the listed widths, the acceptable load-bearing capability values may be linearly interpolated. 5) interaction relationship for M and R. Interaction relationship for M and V. 6) with connections in every second boom, the given values must be halved. 13

14 Ministry for Urban Planning, Housing, Culture and Sport of the North-Rhine Westphalia Region Postal and shipping address Elisabeth-Str. 5-11, Düsseldorf Tel. (0211) Breite Str. Office Tel. (0211) Clerk: MR Schulte Extension: poststelle@mswks.nrw.de Date: 31 st July 2002 File no. (please state in correspondence) II B Test Certification No. II B pertaining to the extension of the validity of test notification nos. II B and II B Type Design: Cross section and load bearing capacity values for the corrugated steel profiles SP 18 and SP 27. Applicant: MONTANA Bausysteme AG Durisolstrasse 11 CH-5612 Villmergen Valid until: 31 st August 2007 The period of validity of the test certification Nos. II B and II B is hereby extended until 31 st August This notification comprises 1 page. It is valid only in conjunction with the test certification. By order Clerk (Klauke) (Schulte) 14 Seal no. 4 of the Ministry for Urban Planning, Housing, Culture and Sport of the North-Rhine Westphalia Region

15 Ministry for Building and Housing of the North-Rhine Westphalia Region Postal and shipping address Elisabeth-Str. 5-11, Düsseldorf Tel. (0211) Extension: Fax: II B Date: 21 st July 1997 Test Certification No. II B Type Design: Permissible loads for the corrugated steel trapezoidal profiles SP 18 and SP 27 Applicant: MONTANA Bausysteme AG Durisolstrasse 11 CH-5612 Villmergen Valid until: 31 st August 2002 This test certification comprises 4 pages and 6 annexes which are a part of the test certification. Seal no. 6 of the Ministry for Urban Planning, Housing, of the North-Rhine Westphalia Region 15

16 Page 2 of the Test Certification No. II B of 21 st July 1997 I. General Regulations 1. This test certification releases the building supervision authority from the obligation of retesting the statics, it does not, however, release it from the obligation to check whether the construction of the building complies with this testing certificate and its Annexes listed under II. 2. If there are any deviations from this testing certification or its Annexes, proof will be required for individual cases. 2. This testing certificate does not replace any required permits for constructing the planned building. 3. This testing certification may only be used or published in its entirety not partially and its Annexes may only be used or published together with this testing certificate. In the case of a single application, only the Annexes concerning the case need be submitted. 4. An application is required in order to extend the validity of this testing certification. 5. The testing authority for building statics reserves the right of premature revocation. II. Special Regulations 1. Description: The subject of the type design is the determination of the permissible load bearing capacities of the corrugated steel sheet panels type SP 18 and SP 27 with various sheet thicknesses for several spans in the configuration as single, double or triple span s. The permissible evenly distributed pressing surface forces (forces from dead weight and live loads and/ or snow) result from the required proof of performance capability and load-bearing safety as per DIN part 3 nos to and Seal no. 6 of the Ministry for Urban Planning, Housing of the North-Rhine Westphalia Region 16

17 Page 3 of the Test Certification No. II B of 21 st July 1997 The acceptable load-bearing capacity values of the corrugated profiles upon which this proof is based are taken from the test certification no. II B of the testing department for constructional design at the Ministry for Building and Housing. Apart from the permissible loads from the above-mentioned proof, loads resulting from observing various deflection limits as per DIN part 3 no were also determined. In the Annexes (Tables) the permissible loads are given in accordance with the proof of the performance capability and load-bearing safety (line 1) and additionally while observing various deflection limits (lines 2 to 4). 2. Annexes of the Test Certification: The following Annexes of this testing certification were technically tested: Permissible surface loads while in use SP 18 (Annexes No. 1 to 3) SP 27 (Annexes No. 4 to 6) 3. Basis of the type design: The following document was tested as the basis of the type design: Determination of the permissible surface loads of Corrugated steel sheet profiles SP 18 and SP 27 (Assessment no ), 2 pages, 2 x tables sheet 0/15 to 15/15, prepared by Prof. Dr. Rolf Baehre, Albstr. 47, Ettlingen. 4. Fundamental technical building regulations: DIN Part 3 steel trapezoidal profiles version dated June Special notes: The stipulations of test certification no. II B must be observed. Seal no. 6 of the Ministry for Urban Planning, Housing of the North-Rhine Westphalia Region 17

18 Page 4 of the Test Certification No. II B of 21 st July 1997 The dead weight of the sheets to be taken into consideration when determining the loads is given in the tables (Annexes). Basic notes on load assumptions are given in DIN part 3 no The definition of the standard spans of the steel sheets is stated in no of the same norm. The minimum widths to be observed are: b A + ü (end width + overlap) = 40 mm and b B (intermediate width) = 50 mm. The stipulations in DIN part 3 regarding further proof of stability (no. 3.3) and regarding requirements and constructional configuration (no. 4) must be observed. The span limits for accessibility when using the profiled sheets as load-bearing constructional components in roof and decking systems as per test certification no. II B must be observed. DIN part 1 is applicable for the general requirements and the proof of compliance procedure of the steel profiles. By order Clerk Seal no. 6 of the Ministry for Urban Planning, Housing of the North-Rhine Westphalia Region 18

19 Annex no. 1.1 to the test certification Corrugated steel sheet profile Cross section and reference values as per DIN dimensions in mm Structurally tested as a type design test certification no. II B Ministry for Urban Planning and Housing Testing Authority for Building Statics Düsseldorf, 21st July 1997 By Order Clerk nominal apparent yielding point of the steel core definitive cross-sectional values nominal dead deflection 1.) normal force stress sheet weight thickness non-reduced cross-section common cross section 2.) span limits 3.) single span multispan shear field values introduction length Type as per DIN Part 3, fig. 6 Type as per DIN Part 3, fig. 7 1) effective moment of inertia for downwards (+) and upwards-facing load direction (-) 2) common cross section for a constant compressive strain σ = ß S, N. 3) maximum spans up to which the trapezoidal profile may be used as a load-bearing component of roof and decking systems 4) with shear field lengths L S < min L S the permissible shear flows must be reduced 5) with shear field lengths L S > L G, zul. T 3 is not definitive 6) contact forces R S = K 3 γ T ; (T = inherent shear flow in [kn/m]). 7) single load as per DIN Part 3, section

20 Annex no. 1.1 to the test certification Corrugated steel sheet profile Cross section and reference values as per DIN part 2 dimensions in mm Structurally tested as a type design test certification no. II B Ministry for Urban Planning and Housing Testing Authority for Building Statics Düsseldorf, 21st July 1997 By Order Clerk Acceptable load-bearing capability values for down-facing and pressing surface loads 1) nominal sheet thickness field end elastically acceptable section sizes residual moment about the moment forces at intermediate s 5.) points of 6.) load-bearing serviceability capability max. moment max. intermediate force 3) intermediate width 4) intermediate width acceptable load-bearing capability values for up-facing and lifting surface loads nominal field fastening in every adjacent boom fastening in every 2 nd adjacent boom sheet moment end intermediate 5) end intermediate 5) thickness 1) 6) 1) at points of knife-edge loads traverse to the span direction and of single loads, proof must be provided not using the field moment M df but using the moment M B for the opposing load direction. 2) b A + ü = end width + profiled panel overhang 3) for smaller intermediate widths b B than given, the acceptable load-bearing capability values must be linearly reduced in the appropriate ratio. For b B < 10 mm, e.g. for pipes, the values for b B = 10 mm may be used. 4) for widths between the listed widths, the acceptable load-bearing capability values may be linearly interpolated. 5) interaction relationship for M B and R B : M B = M - (R B /C) ε. If no values are given for M o d and C, M B = max M B is to be set. 20

21 Annex no. 2.1 to the test certification Corrugated steel sheet profile Cross section and reference values as per DIN dimensions in mm Structurally tested as a type design test certification no. II B Ministry for Urban Planning and Housing Testing Authority for Building Statics Düsseldorf, 21st July 1997 By Order Clerk nominal apparent yielding point of the steel core definitive cross-sectional values nominal dead deflection 1.) normal force stress sheet weight thickness non-reduced cross-section common cross section 2.) span limits 3.) single span multispan shear field values introduction length Type as per DIN Part 3, fig. 6 Type as per DIN Part 3, fig. 7 1) effective moment of inertia for downwards (+) and upwards-facing load direction (-) 2) common cross section for a constant compressive strain σ = ß S, N. 3) maximum spans up to which the trapezoidal profile may be used as a load-bearing component of roof and decking systems 4) with shear field lengths L S < min L S the permissible shear flows must be reduced 5) with shear field lengths L S > L G, zul. T 3 is not definitive 6) contact forces R S = K 3 γ T ; (T = inherent shear flow in [kn/m]). 7) single load as per DIN Part 3, section

22 Annex no. 2.2 to the test certification Corrugated steel sheet profile Cross section and reference values as per DIN part 2 dimensions in mm Structurally tested as a type design test certification no. II B Ministry for Urban Planning and Housing Testing Authority for Building Statics Düsseldorf, 21st July 1997 By Order Clerk acceptable load-bearing capability values for down-facing and pressing surface loads 1) nominal sheet thickness field end elastically acceptable section sizes residual moment about the moment forces at intermediate s 5.) points of 6.) load-bearing serviceability capability max. moment max. intermediate force 3) intermediate width 4) intermediate width acceptable load-bearing capability values for up-facing and lifting surface loads nominal field fastening in every adjacent boom fastening in every 2 nd adjacent boom sheet moment end intermediate 5) end intermediate 5) thickness 1) 6) 1) at points of knife-edge loads traverse to the span direction and of single loads, proof must be provided not using the field moment M df but using the moment M B for the opposing load direction. 2) b A + ü = end width + profiled panel overhang 3) for smaller intermediate widths b B than given, the acceptable load-bearing capability values must be linearly reduced in the appropriate ratio. For b B < 10 mm, e.g. for pipes, the values for b B = 10 mm may be used. 4) for widths between the listed widths, the acceptable load-bearing capability values may be linearly interpolated. 5) interaction relationship for M B and R B : M B = M - (R B /C) ε. If no values are given for M o d and C, M B = max M B is to be set. 22

23 Ministry for Urban Planning, Housing, Culture and Sport of the North-Rhine Westphalia Region Elisabeth-Str. 5-11, Düsseldorf Tel. (0211) Breite Str. Office Fax (0211) Clerk: Mr Schulte Extension : poststelle@mswks.nrw.de Date: 31 st January 2001 File no. (please state in correspondence) II B Test Certification No. II B Type Design: Cross section and load bearing capacity values for the steel trapezoidal profile SP 41/968 and the corrugated profile SP 42 Applicant: MONTANA Bausysteme AG Durisolstrasse 11 CH-5612 Villmergen Valid until: 31 st January 2006 The test certification comprises 4 pages and 6 Annexes which form a part of the test notification. Seal no. 4 of the Ministry for Urban Planning, Housing, Culture and Sport of the North-Rhine Westphalia Region 23

24 Page 2 of the Test Certification No. II B of 31 st January 2001 I. General Regulations 1. This test certification releases the building supervision authority from the obligation of retesting the statics, it does not, however, release it from the obligation to check whether the construction of the building complies with this testing certificate and its Annexes listed under II. 2. If there are any deviations from this testing certification or its Annexes, proof of stability will be required for individual cases. 2. This testing certificate does not replace any required permits for constructing the planned building. 3. This testing certification may only be used or published in its entirety not partially and its Annexes may only be used or published together with this testing certificate. In the case of a single application, only the Annexes concerning the case need be submitted. 4. An application is required in order to extend the validity of this testing certification. 5. The testing authority for building statics reserves the right of premature revocation. II. Special Regulations 1. Description: The subject of the type design is the determination of the cross section and load bearing capacity values of trapezoidal profiled panels with various sheet thicknesses as per DIN Part 2. The span limits for accessibility were determined as per DIN Part 2. Seal no. 4 of the Ministry for Urban Planning, Housing, Culture and Sport of the North-Rhine Westphalia Region 24

25 Page 3 of the Test Certification No. II B of 31 st January Annexes of the Testing Certification: The following Annexes of this testing certification were technically tested: tables with the definitive cross section values, span limits and shear field values (Annexes 1.1, 1.3 and 2.1), tables with the acceptable load-bearing values (Annexes 1.2, 1.4 and 2.2). 3. Basis of the type design: The following documents were tested as the basis of the type design: - Evaluation of the load-bearing capacity experiments on the steel sheet profiles SP 41 and SP 42 in accordance with DIN part 2 pages 1 to 40, prepared by the Institut de Statique et Structures, Ecole Polytechnique Federale de Lausanne; - calculation of cross section and shear field values prepared by the applicant. Moreover, the following structural engineering papers were submitted: load-bearing experiments on the profiled steel sheets SP 41, SP 42 performed by the Institut de Statique et Structures, Ecole Polytechnique Federale de Lausanne (ICOM EPFL) under the supervision of the testing agency for steel, timber and rock at the University of Karlsruhe. Assessor s statement on the accessibility of the profiled steel sheets SP 42 and SP 45 (experiment report and evaluation of experiment results) by ICOM EPFL. Seal no. 4 of the Ministry for Urban Planning, Housing, Culture and Sport of the North-Rhine Westphalia Region 25

26 Page 4 of the Test Certification No. II B of 31 st January Fundamental technical building regulations: - DIN Parts 1 through 3 steel trapezoidal profiles version dated June Principles for the proof of stability of steel trapezoidal profiles, version dated September Material: Hot-dip galvanised sheeting of the steel type S 320 GD + Z as per DIN EN must be used for the trapezoidal profiled panels. Corrosion proofing is to be in accordance with DIN Part 1, Section in conjunction with DIN Part Special notes: - The load-bearing capability values in the Annexes of this certificate are not permissible stress values as they do not contain safety factors. - Along with the load-bearing capacity values, the proof of performance capability and load-bearing safety as per DIN Part 3, Section must be provided. - All other stipulations of DIN Part 1 and Part 3 must be observed. By order Clerk: Seal no. 4 of the Ministry for Urban Planning, Housing, Culture and Sport of the North-Rhine Westphalia Region 26

27 Corrugated steel profile type Cross section and reference values as per DIN dimensions in mm profiled sheet in Annex no. 2.1 to the test certification Structurally tested as a type design test certification no. II B Ministry for Urban Planning and Housing, Culture and Sport Testing Authority for Building Statics Düsseldorf, 31 st January 2001 By Order Clerk nominal apparent yielding point of the steel core β S,N = 320 N/mm² definitive cross-sectional values nominal dead deflection 1) normal force stress sheet weight non-reduced cross-section common cross section 2) thickness span limits 3) single multispan span shear field values introduction length a Type as per DIN Part 3, fig. 6 Type as per DIN Part 3, fig. 7 1) effective moment of inertia for downwards (+) and upwards-facing load direction (-) 2) common cross section for a constant compressive strain σ = ß S, N. 3) maximum spans up to which the trapezoidal profile may be used as a load-bearing component of roof and decking systems 4) with shear field lengths L S < min L S the permissible shear flows must be reduced 5) with shear field lengths L S > L G, zul. T 3 is not definitive 6) contact forces R S = K 3 γ T ; (T = inherent shear flow in [kn/m]). 7) single load as per DIN Part 3, section

28 Corrugated steel profile type Cross section and reference values as per DIN dimensions in mm profiled sheet in Annex no. 2.2 to the test certification Structurally tested as a type design test certification no. II B Ministry for Urban Planning and Housing Testing Authority for Building Statics Düsseldorf, 31 st January 2001 By Order Clerk acceptable load-bearing capability values for down-facing and pressing surface loads 1) nominal sheet thickness field end elastically acceptable section sizes at moment forces intermediate s 5.) loadbearing capability serviceability max. moment max. intermediate force residual moment about the points of 3) intermediate width 4) intermediate width acceptable load-bearing capability values for up-facing and lifting surface loads 1) nominal field fastening in every adjacent boom sheet thickness moment end intermediate fastening in every 2 nd adjacent boom end intermediate 1) at points of knife-edge loads traverse to the span direction and of single loads, proof must be provided not using the field moment M df but using the moment M B for the opposing load direction. 2) b A + ü = end width + profiled panel overhang 3) for smaller intermediate widths b B than given, the acceptable load-bearing capability values must be linearly reduced in the appropriate ratio. For b B < 10 mm, e.g. for pipes, the values for b B = 10 mm may be used. 4) for widths between the listed widths, the acceptable load-bearing capability values may be linearly interpolated. 5) interaction relationship for M B and R B : M B = M o - (R d B /C)ε. If no values are given for M o d and C, M B = max M B is to be set. 28

29 State Department for Construction, Traffic and Roads State of Brandenburg INTER PROFILES A/S Department 5 / Office 55 Regional office Structural testing authority Horner Landstrasse 380 Fax (0355) Hamburg Ref. Processed by Tel. Date Dr.-Ing. Gellner (0355) nd May 2002 NOTIFICATION on the extension of the validity of the type design testing report T 24/015/97 of 23 rd May 1997 Object of the type design test: IP Colorsteel sinus Applicant: INTER PROFILES A/S Regional office Horner Landstrasse Hamburg Valid until: 22 nd May 2007 This notification is valid in connection with test report no. T 24/002/97 of 17 th January The current version of the steel construction adjustment guideline manufacturing guideline for steel structures /11/, must be applied. By order 29

30 State Department for Construction, Construction Technology and Housing Structural Testing Authority State of Brandenburg Gulbener Strasse 24, Cottbus Tel. 0355/ Fax 0355/7828/193 Date: 23 rd May 1997 Processed by: Dr Gellner Telephone: 0355/ TEST REPORT No. T 24/015/97 (Type design test) Object of the type design test: IP Colorsteel sinus Corrugated steel sheet Applicant: Type design statics prepared by: Ramboll, Hannemann & Hojlund GmbH Berliner Strasse Berlin Dr.-Ing. J. Kirks Dipl.-Ing. S. Skovbo Valid until: 23 rd May 2002 This testing report comprises 5 pages as well as the documents listed under point 1. Seal no. 11 of the Structural Testing Authority State of Brandenburg 30

31 State Department for Construction, Construction Technology and Housing, Structural Testing Authority Page 2 Type design test report no. T 24/015/97 of 23 rd May Construction Documentation /1/ Type design statics for IP Colorsteel sinus , 41 pages, 26 th February 1997 /2/ Annex 1 Reference value sheets and tables for radial load capabilities 1.1 Reference value sheet IP Colorsteel Reference value sheet IP Colorsteel Radial load table - IP Colorsteel mm 1.4 Radial load table - IP Colorsteel mm 1.5 Radial load table - IP Colorsteel mm /3/ Annex 2 Manufacturing drawings Sheet 1 IP Colorsteel , 25 th June 1996 /4/ Annex 3 - IP Colorsteel (for static calculation) 3.1 IP Colorsteel mm Sheet 1 axial force, full cross section Sheet 2 axial force, effective cross section Sheet 3 moment, pressure in upper boom, effective cross section Sheet 4 moment, pressure in lower boom, effective cross section Sheet 5 shear field dimensions 3.2 IP Colorsteel mm Sheets 1 to 5 analogous with IP Colorsteel mm Sheets 1 to 5 analogous with Technical Construction 2.1 The legal technical construction regulations, in particular /5/ DIN Part 1 Trapezoidal profiles in structural engineering; steel trapezoidal profiles General requirements, determination of load bearing capabilities by calculation, version of June 1987 /6/ DIN Part 3 Trapezoidal profiles in structural engineering; steel trapezoidal profiles; proof of stability and design configuration, June 1987 edition 31

32 State Department for Construction, Construction Technology and Housing, Structural Testing Authority Page 3 Type design test report no. T 24/015/97 of 23 rd May 1997 /7/ DIN Part 1 steel structures; dimensioning and design, November 1990 edition /8/ DIN Part 2 steel structures; stability cases; bending of rods and girders with movable bearings, November 1990 edition /9/ DIN Part 3 steel structures; stability cases; plate buckle, November 1990 edition /10/ DIN Part 4 stability cases; shell buckle, November 1990 edition /11/ Announcements by the DIBt, May 1996, special booklet no. 11/1, 2 nd edition, steel construction adjustment guideline manufacturing guideline for steel structures, in this case section Specialist literature and other norms /12/ K. Schwarze, J. Kech Dimensioning of steel trapezoidal profiles as per DIN 18807, Steel Construction 59 (1990) booklet 9, pages 257 to 267 /13/ R. Schardt, C. Strehl Theoretical principles for the determination of shearing strength of trapezoidal sheets comparison with other calculation approaches and test results Steel Construction 45 (1976) booklet 4, pages 97 to 108, booklet 8, page 256 /14/ R. Schardt, C. Strehl Current theory of dimensioning trapezoidal sheets Steel Construction 49 (1980) booklet 11, pages 325 to 334 /15/ C. Strehl Calculation of regularly periodically structured folded plate cross sections under shear stress using trapezoidal sheets as an example Dissertation, Darmstadt (1976) /16/ DIN Corrugated sheets, galvanised pan type sheets April 1953 /17/ Swedish norm StBK-N5; Norm för tunnplatskonstuktioner 79 /18/ DIN Part 2 flat products made of steel; hot-dip galvanised strip and sheets; technical terms of delivery, September

33 State Department for Construction, Construction Technology and Housing, Structural Testing Authority Page 4 Type design test report no. T 24/015/97 of 23 rd May Assessment /19/ Assessment of the dimensioning of IP Colorsteel corrugated sheets University Prof. Dr.-Ing. habil. Hartmut Pasternak, 4 th March Building materials and load assumptions 3.1 Building materials The IP Colorsteel corrugated sheets are manufactured from hot dip galvanised sheets of steel grade StE 350-3Z as per DIN (part 2) and/or S 350 GD+Z as per DIN EN Load assumptions mainly dead loads as per DIN 1055 part 3/06.71, section Test result The documentation listed under point 1 was structurally tested with regard to stability on the basis of BauVorIV of 15 th June 1994 and BauPrüfV of 28 th June 1994 of the state of Brandenburg. Under observation of the test remarks as per point 5, it is ascertained that the submitted calculations are complete and correct and that they correspond to the legal technical building regulations. Other building regulatory or legal requirements were not included in the test. 5. Test remarks and notes 5.1 The corrugated sheet data listed under /2/ serves as a basis for the dimensioning and/or proof of stability of building components made of the IP Colorsteel corrugated sheets IP Colorsteel sinus mm, 0.60 mm and 0.75 mm as per DIN (/5/, /6/) 5.2 When applying the dimensioning concept as per point /7/ to /10/, the adjustment guideline /11/ must be observed. 5.3 If, as in this case, the load-bearing capacity of the trapezoidal profiles is calculated as per /5/ and /6/, t N = 0.60 mm must be applied as the smallest nominal sheet thickness as per /5/ point In the case of an IP Colorsteel sinus cross section with a nominal sheet thickness of t N = 0.50 mm, this means that there is a deviation from /5/. According to Para. 3 section 3 of the BbgBO, /5/ is among the technical building regulations which must be observed as per Para. 3 section 4 of the BbgBO. As the deviation can be seen as insignificant in accordance with Para. 24 of the BbgBO, this deviation is acceptable. 33

34 State Department for Construction, Construction Technology and Housing, Structural Testing Authority Page 5 Type design test report no. T 24/015/97 of 23 rd May Monitoring (quality control) is in accordance with DIN part 1 (/5/) section Constructional documentation required in particular cases 6.1 Pages 1 5 of this type design report 6.2 The constructional documentation listed under /2/ and /3/. 7. General regulations 7.1 The type design tested construction documentation releases the building supervision authority from the obligation of retesting the statics for structures requiring planning permission. 7.2 The type design test does not release the builder from the obligation to apply for planning permission and/or permits in accordance with other legal requirements for every building project requiring such permits. 7.3 This type design test report may only be used or published in its entirety and may not be partially reproduced. 7.4 The structural testing authority can prematurely revoke the validity period if licences upon which it is based lose their validity, technical construction regulations are altered considerably or new technical knowledge is in opposition to the continued validity of the type design test. 7.5 The extension of the period of validity can be applied for if all the conditions upon which the type design test is based are still valid. 7.6 The type design takes into consideration the current level of knowledge. This is therefore not equal to a statement pertaining to the continued validity of the object of this type design test. By order Seal no. 11 of the Structural Testing Authority State of Brandenburg 34

35 TYPE DESIGN STATIC CALCULATION IP COLORSTEEL SINUS FOR CORRUGATED SHEET Structurally tested as type design documentation by the Structural Testing Authority of the State of Brandenburg Test report no. T 24/015/97 Seal no. 11 of the Structural Testing Authority State of Brandenburg Cottbus, 23 rd May 1997 Processed by Prepared for: Inter Profiles A/S Prepared by: Dr. Ing. J. Kirk Dipl. Ing. S. Skovbo Date: 26 th February

36 Corrugated steel profile type Cross section and reference values profiled sheet in dimensions in [mm] Structurally tested as type design documentation by the Structural Testing Authority of the State of Brandenburg Test report no. T 24/015/97 Cottbus, 23 rd May 1997 Structurally tested as type design documentation by the Structural Testing Authority of the State of Brandenburg Test report no. T 24/015/97 Cottbus, 23 rd May 1997 Processed by nominal apparent yielding point of the steel core definitive cross-sectional values β S,N = 350 N/mm² span limits 3.) nominal dead deflection 1) normal force stress sheet weight thickness non-reduced cross-section common cross section 2) single span multispan shear field values introduction length a Type as per DIN Part 3, fig. 6 1) effective moment of inertia for downwards (+) and upwards-facing load direction (-) 2) common cross section for a constant compressive strain σ = ß S, N. 3) maximum spans up to which the trapezoidal profile may be used as a load-bearing component of roof and decking systems 4) with shear field lengths L S < min L S the permissible shear flows must be reduced 5) with shear field lengths L S > L G, zul. T 3 is not definitive 6) contact forces R S = K 3 γ T ; (T = inherent shear flow in [kn/m]). 7) single load as per DIN Part 3, section

37 Corrugated steel profile type Cross section and reference values IP Colorsteel Sinus Structurally tested as type design documentation by the Structural Testing Authority of the State of Brandenburg Test report no. T 24/015/97 Cottbus, 23 rd May 1997 Processed by Acceptable load-bearing capability values for down-facing and pressing surface loads 1) nominal sheet thickness field end elastically acceptable section sizes at intermediate moment forces s 5) loadbearing capability serviceability max. moment max. intermediate force residual moment about the points of 6) 3) intermediate width 4) intermediate width 1) 6) acceptable load-bearing capability values for up-facing and lifting surface loads nominal sheet thickness field moment fastening in every adjacent boom fastening in every 2 nd adjacent boom end intermediate end intermediate 1) at points of knife-edge loads traverse to the span direction and of single loads, proof must be provided not using the field moment M df but using the moment M B for the opposing load direction. 2) b A + ü = end width + profiled panel overhang 3) for smaller intermediate widths b B than given, the acceptable load-bearing capability values must be linearly reduced in the appropriate ratio. For b B < 10 mm, e.g. for pipes, the values for b B = 10 mm may be used. 4) for widths between the listed widths, the acceptable load-bearing capability values may be linearly interpolated. 5) interaction relationship for M B and R B : M B = M o - (R d B /C)ε. If no values are given for M o d and C, M B = max M B is to be set. 6) if no values are given for residual moment, M R = 0 should be used to prove load bearing safety or proof with γ = 1.7 in accordance with the theory of elasticity should be provided ( = the smaller of the adjacent spans). 37

38 38

39 39

40 Product range FischerTHERM FischerTRAPEZ FischerTRAPEZ-Acoustic FischerKASSETTE FischerKASSETTE-Acoustic FischerWELLE FischerPANEEL FischerKLIPTEC Flashings and accessories Fischer Profil GmbH Waldstraße 67 D Netphen-Deuz Telefon +49 (0)27 37/ Telefax +49 (0)27 37/ info@fischerprofil.de This information has been created in the knowledge and belief that it is accurate. Tata steel and its subsidiaries does not accept responsibility or liability for errors or information which is found to be misleading. Reproduction is prohibited Data subject to change without notice