This document defines rules for extended applications, provides guidance, and, where appropriate, specifies procedures, for variations of certain parameters and factors associated with the design of internal non-loadbearing ceilings constructed of metal faced sandwich panels that have been tested in accordance with EN 1364-2, which could generate a classification in accordance with EN 13501-2. This document applies to self-supporting, double skin metal faced sandwich panels, which have an insulating core bonded to both facings as defined in EN 14509.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 2<\/td>\n | National foreword <\/td>\n<\/tr>\n | ||||||
| 5<\/td>\n | European foreword <\/td>\n<\/tr>\n | ||||||
| 6<\/td>\n | 1 Scope 2 Normative references 3 Terms, definitions, symbols and abbreviations 3.1 Terms and definitions <\/td>\n<\/tr>\n | ||||||
| 7<\/td>\n | 3.2 Symbols and abbreviations <\/td>\n<\/tr>\n | ||||||
| 8<\/td>\n | 4 Establishing the field of extended application 4.1 General 4.2 Assumptions in the extended application <\/td>\n<\/tr>\n | ||||||
| 9<\/td>\n | 5 Rules for extended applications of the tested product\/construction 5.1 General <\/td>\n<\/tr>\n | ||||||
| 10<\/td>\n | 5.2 Variations in the materials of the product 5.2.1 General 5.2.2 Variations in the metal sheets <\/td>\n<\/tr>\n | ||||||
| 11<\/td>\n | 5.2.3 Variations in the adhesive <\/td>\n<\/tr>\n | ||||||
| 12<\/td>\n | 5.2.4 Variations in the core material <\/td>\n<\/tr>\n | ||||||
| 13<\/td>\n | 5.3 Variations in the construction 5.3.1 Variations in span length 5.3.2 Variations in the panel thickness 5.3.3 Variations in the longitudinal joint construction <\/td>\n<\/tr>\n | ||||||
| 14<\/td>\n | 5.3.4 Variations in the boundary conditions and fixing system 5.3.5 Length and width of ceiling construction 5.4 Interaction between the factor influences 5.5 Support structure <\/td>\n<\/tr>\n | ||||||
| 15<\/td>\n | 5.6 Heating conditions 6 Calculation methods and additional measurements 6.1 Calculation methods 6.1.1 General 6.1.2 Calculation of strength properties 6.2 Additional measurements to be carried out in the reference test <\/td>\n<\/tr>\n | ||||||
| 16<\/td>\n | 7 Report of the extended application analysis <\/td>\n<\/tr>\n | ||||||
| 17<\/td>\n | Annex A (informative) Typical behaviour of a sandwich panel ceiling when exposed to fire <\/td>\n<\/tr>\n | ||||||
| 18<\/td>\n | Annex B (informative) Typical examples of sandwich panel ceiling end fixings to support structure <\/td>\n<\/tr>\n | ||||||
| 20<\/td>\n | Annex C (normative) Rules and calculation methods for extending the span length of sandwich panel ceilings <\/td>\n<\/tr>\n | ||||||
| 23<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Extended application of results from fire resistance tests. Non-loadbearing ceilings – Metal sandwich panel construction<\/b><\/p>\n |