{"id":250448,"date":"2024-10-19T16:31:18","date_gmt":"2024-10-19T16:31:18","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-en-50341-2-132017a12017\/"},"modified":"2024-10-25T11:44:53","modified_gmt":"2024-10-25T11:44:53","slug":"bs-en-50341-2-132017a12017","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-en-50341-2-132017a12017\/","title":{"rendered":"BS EN 50341-2-13:2017+A1:2017"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
2<\/td>\n | undefined <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | European foreword <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | 1 Modifications to 4.5.1 General <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 2 Modifications to 4.7 Temperature effects 3 Modifications to 4.8 Security loads <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 4 Modifications to 4.12.2 Standard load cases 5 Modifications to 5.8 Internal clearences within the span and at the top of the tower <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 6 Modifications to 8.2.2 Geotechnical design by calculation 7 Modifications to 9.6.2 Partial factor for conductors <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 1 Scope 1.1 General 1.2 Field of application 2 Normative references, definitions and symbols 2.1 Normative references (A-dev) IT.1 National normative laws, government regulations <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 2.2 Definitions 2.3 Symbols 3 Basis of design 3.1 Introduction 3.2 Requirements of overhead lines 3.2.2 Reliability requirements 4 Actions on lines 4.1 Introduction <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 4.3 Wind loads 4.3.1 Field of application and basic wind velocity <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 4.5 Ice loads 4.5.1 General <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 4.5.2 Ice forces on conductors 4.6 Combined wind and ice or snow loads 4.7 Temperature effects <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 4.8 Security loads <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 4.9 Safety loads 4.9.1 Construction and maintenance loads 4.11 Other special forces 4.11.2 Earthquakes <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 4.12 Load cases 4.12.2 Standard load cases <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 4.13 Partial factors for actions 5 Electrical requirements 5.6 Load cases for clearances calculation 5.8 Internal clearances within the span and at the top of the tower <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 5.9 External clearances <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 5.11 Electric and magnetic fields <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 5.11.3 Interference with telecommunication circuits 6 Earthing systems 7 Supports 7.3 Lattice steel towers <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 7.5 Wood poles 7.10 Maintenance facilities 7.10.3 Safety requirements 8 Foundations 8.1 Introduction 8.2 Basis of geotechnical design (EN 1997-1:2004 \u2013 Section 2) 8.2.1 Geotechnical design by calculation <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 8.2.3 Design by prescriptive measures 9 Conductors and earth-wires 9.1 Introduction 9.2 Aluminium based conductors 9.2.3 Conductor service temperature and grease characteristics 9.3 Steel based conductors 9.3.3 Conductor service temperature and grease characteristics 9.4 Copper based conductors <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | 9.6 General requirements 9.6.2 Partial factor for conductors 10 Insulators 10.7 Mechanical requirements <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | 11 Hardware 11.6 Mechanical requirements 12 Quality assurance, checks and taking-over <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | Annex J J.4 Buckling resistance of angle in compression (see 7.3.6.4) <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | J.5 Design resistance for bolted connections (see 7.3.8) J.5.1 General <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Overhead electrical lines exceeding AC 1 kV – National Normative Aspects (NNA) for ITALY (based on EN 50341-1:2012)<\/b><\/p>\n |