{"id":435043,"date":"2024-10-20T07:47:26","date_gmt":"2024-10-20T07:47:26","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-23-30462500-dc-2023\/"},"modified":"2024-10-26T14:46:18","modified_gmt":"2024-10-26T14:46:18","slug":"bsi-23-30462500-dc-2023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-23-30462500-dc-2023\/","title":{"rendered":"BSI 23\/30462500 DC 2023"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
12<\/td>\n | 1.1 Scope of EN\u00a0199512 1.2 Assumptions <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 3.1 Terms and definitions <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 3.2 Symbols and abbreviations 3.2.1 Latin upper case letters <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 3.2.2 Latin lower case letters <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 3.2.3 Greek upper case letters <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 3.2.4 Greek lower case letters <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 4.1 General 4.2 Nominal fire exposure <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 4.3 Physically based fire exposure 4.4 Actions 4.5 Design values of material properties <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 4.6 Verification methods <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 4.7 Member analysis 4.8 Analysis of parts of the structure 4.9 Global structural analysis <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 5.1 General <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 5.2 Thermal properties 5.3 Mechanical properties 5.4 Charring 5.4.1 General <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 5.4.2 The European charring model 5.4.2.1 General <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 5.4.2.2 Notional design charring rate <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 5.4.2.3 Time limits for charring phases <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | 5.5 Adhesives 5.5.1 General <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | 5.5.2 Bond line integrity of face bonds 6.1 General 6.2 Time limits for charring phases <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | 6.3 Initially protected timber members <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | 6.4 Plane timber members made of CLT 6.4.1 General 6.4.2 CLT with bond line integrity maintained <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | 6.4.3 CLT with bond line integrity not maintained <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | 7.1 General 7.1.1 Materials and products covered <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | 7.1.2 Timber members <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | 7.1.3 Mechanically jointed members 7.2 Effective cross-section method 7.2.1 General <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | 7.2.2 Design of linear timber members <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | 7.2.3 Design of plane timber members <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | 7.2.4 Design of timber frame assemblies <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | 7.2.5 Design of timber-concrete-composite members 7.2.5.1 General 7.2.5.2 Connections <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | 7.3 Separating function method 7.3.1 General <\/td>\n<\/tr>\n | ||||||
74<\/td>\n | 7.3.2 Protection time <\/td>\n<\/tr>\n | ||||||
77<\/td>\n | 7.3.3 Insulation time <\/td>\n<\/tr>\n | ||||||
78<\/td>\n | 7.3.4 Position coefficients <\/td>\n<\/tr>\n | ||||||
81<\/td>\n | 7.3.5 Joint coefficients <\/td>\n<\/tr>\n | ||||||
82<\/td>\n | 7.3.6 Correction times <\/td>\n<\/tr>\n | ||||||
85<\/td>\n | 8.1 General 8.2 Thermal analysis 8.3 Mechanical analysis <\/td>\n<\/tr>\n | ||||||
86<\/td>\n | 8.4 Validation of advanced design methods 8.5 Thermal properties 8.5.1 General <\/td>\n<\/tr>\n | ||||||
87<\/td>\n | 8.5.2 Timber and wood-based materials <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | 8.5.3 Gypsum plasterboard and gypsum fibreboard <\/td>\n<\/tr>\n | ||||||
91<\/td>\n | 8.5.4 Insulation materials <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | 8.6 Mechanical properties <\/td>\n<\/tr>\n | ||||||
94<\/td>\n | 9.1 General 9.2 Initially unprotected connections with timber side members 9.2.1 General <\/td>\n<\/tr>\n | ||||||
95<\/td>\n | 9.2.2 Minimum fire resistance 9.2.3 Geometric requirements for a specific fire resistance <\/td>\n<\/tr>\n | ||||||
104<\/td>\n | 9.2.4 Exponential reduction method for connections with dowels or bolts <\/td>\n<\/tr>\n | ||||||
107<\/td>\n | 9.2.5 Exponential reduction method for connections with nails or screws <\/td>\n<\/tr>\n | ||||||
109<\/td>\n | 9.3 Connections with axially loaded mechanical fasteners <\/td>\n<\/tr>\n | ||||||
111<\/td>\n | 9.4 Protected connections <\/td>\n<\/tr>\n | ||||||
112<\/td>\n | 9.5 Connections with external steel plates 9.5.1 Unprotected connections <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | 9.5.2 Protected connections 9.6 Carpentry connections 10.1 General <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | 10.2 Panels 10.2.1 Dimensions and spacings <\/td>\n<\/tr>\n | ||||||
115<\/td>\n | 10.2.2 Fixing and joints of panels <\/td>\n<\/tr>\n | ||||||
118<\/td>\n | 10.3 Insulation <\/td>\n<\/tr>\n | ||||||
120<\/td>\n | 10.4 Joints in and between elements and to other adjacent components <\/td>\n<\/tr>\n | ||||||
122<\/td>\n | 10.5 Penetrations and openings <\/td>\n<\/tr>\n | ||||||
125<\/td>\n | Annex\u00a0A (informative)Design of timber structures exposed to physically based design fires A.1 Use of this Annex A.2 Scope and field of application A.3 Structural fire load by the timber members <\/td>\n<\/tr>\n | ||||||
126<\/td>\n | A.4 Design models A.4.1 General <\/td>\n<\/tr>\n | ||||||
127<\/td>\n | A.4.2 Encapsulation provided by fire protection systems A.4.3 Design model for general temperature-time curves A.4.3.1 General A.4.3.2 Cumulative temperature charring model <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | A.4.3.3 Effective cross-section <\/td>\n<\/tr>\n | ||||||
130<\/td>\n | A.4.4 Design model for parametric temperature-time curves A.4.4.1 General A.4.4.2 Structural fire load <\/td>\n<\/tr>\n | ||||||
132<\/td>\n | A.4.4.3 Effective cross-section <\/td>\n<\/tr>\n | ||||||
134<\/td>\n | Annex\u00a0B (normative)Assessment of the bond line integrity in fire B.1 Use of this Annex B.2 Scope and field of application B.3 Bond line integrity of face bonds B.3.1 General <\/td>\n<\/tr>\n | ||||||
135<\/td>\n | B.3.2 Test equipment B.3.3 Test conditions <\/td>\n<\/tr>\n | ||||||
136<\/td>\n | B.3.4 Test specimen and reference specimen B.3.5 Installation of the test specimen B.3.6 Application of instrumentation B.3.7 Test procedure <\/td>\n<\/tr>\n | ||||||
137<\/td>\n | B.3.8 Test results <\/td>\n<\/tr>\n | ||||||
138<\/td>\n | B.3.9 Assessment B.3.10 Presentation of test results B.3.11 Application range of results <\/td>\n<\/tr>\n | ||||||
139<\/td>\n | B.4 Bond line integrity of finger joints in I-shaped timber members B.4.1 General B.4.2 Test equipment B.4.3 Test specimen <\/td>\n<\/tr>\n | ||||||
140<\/td>\n | B.4.4 Test procedure <\/td>\n<\/tr>\n | ||||||
141<\/td>\n | B.4.5 Test results <\/td>\n<\/tr>\n | ||||||
142<\/td>\n | B.4.6 Assessment B.4.7 Application range of results <\/td>\n<\/tr>\n | ||||||
143<\/td>\n | Annex\u00a0C (normative)Determination of the basic charring rate C.1 Use of this Annex C.2 Scope and field of application C.3 Test equipment C.4 Test conditions C.5 Test specimen C.5.1 General <\/td>\n<\/tr>\n | ||||||
144<\/td>\n | C.5.2 Test specimen for timber members C.5.3 Test specimen for wood-based panels <\/td>\n<\/tr>\n | ||||||
145<\/td>\n | C.6 Installation of the test specimen C.7 Application of instrumentation C.7.1 General <\/td>\n<\/tr>\n | ||||||
146<\/td>\n | C.7.2 Test specimen for timber members <\/td>\n<\/tr>\n | ||||||
147<\/td>\n | C.7.3 Test specimen with wood-based panels C.8 Test procedure <\/td>\n<\/tr>\n | ||||||
148<\/td>\n | C.9 Test results C.10 Assessment C.10.1 General C.10.2 Determination of the charring rate for timber member <\/td>\n<\/tr>\n | ||||||
149<\/td>\n | C.10.3 Determination of the basic charring rate for wood-based panel <\/td>\n<\/tr>\n | ||||||
150<\/td>\n | C.11 Application range of results <\/td>\n<\/tr>\n | ||||||
151<\/td>\n | Annex\u00a0D (normative)Assessment of Protection Level (PL) of the cavity insulation D.1 Use of this Annex D.2 Scope and field of application D.3 Test equipment D.4 Test conditions D.5 Test specimen <\/td>\n<\/tr>\n | ||||||
153<\/td>\n | D.6 Installation of the test specimen D.7 Application of instrumentation <\/td>\n<\/tr>\n | ||||||
154<\/td>\n | D.8 Test procedure D.9 Test results D.10 Assessment <\/td>\n<\/tr>\n | ||||||
155<\/td>\n | Annex\u00a0E (informative)Assessment of external flaming E.1 Use of this annex E.2 Scope and field of application E.3 External flaming <\/td>\n<\/tr>\n | ||||||
157<\/td>\n | Annex\u00a0F (informative)Assessment of the failure time of fire protection systems F.1 Use of this annex F.2 Scope and field of application F.3 Failure times <\/td>\n<\/tr>\n | ||||||
159<\/td>\n | Annex\u00a0G (normative)Implementation rules for the Separating Function Method G.1 Use of this Annex G.2 Scope and field of application G.3 General G.4 Fire testing <\/td>\n<\/tr>\n | ||||||
161<\/td>\n | G.5 Determination of the design equations <\/td>\n<\/tr>\n | ||||||
162<\/td>\n | G.6 Determination of the design equations <\/td>\n<\/tr>\n | ||||||
165<\/td>\n | G.7 Verification of the developed design equations <\/td>\n<\/tr>\n | ||||||
166<\/td>\n | Annex\u00a0I (normative)Design model for timber frame assemblies with I-shaped linear timber members I.1 Use of this annex <\/td>\n<\/tr>\n | ||||||
167<\/td>\n | I.2 Scope and field of application <\/td>\n<\/tr>\n | ||||||
168<\/td>\n | I.3 Design model <\/td>\n<\/tr>\n | ||||||
178<\/td>\n | Annex\u00a0M (normative)Material and product properties for the design with EN 1995-1-2 M.1 Use of this Annex M.2 Timber members M.3 Panels M.4 Cavity insulation <\/td>\n<\/tr>\n | ||||||
179<\/td>\n | Annex\u00a0T (informative)Determination of temperature in timber members T.1 Use of this Annex T.2 Temperature determination <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" BS EN 1995-1-2. Eurocode 5. Design of timber structures – Part 1-2. General. Structural fire design<\/b><\/p>\n |