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BS EN 50341-2-4:2019

$215.11

Overhead electrical lines exceeding AC 1 kV – National Normative Aspects (NNA) for GERMANY (based on EN 50341-1:2012)

Published By Publication Date Number of Pages
BSI 2019 96
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PDF Catalog

PDF Pages PDF Title
2 National foreword
11 European foreword
12 1 Scope
1.1 General
1.2 Field of application
2 Normative references, definitions and symbols
2.1 Normative references
18 2.2 Definitions
23 2.3 Symbols
28 3 Basis of design
3.2 Requirements of overhead lines
3.2.1 Basic requirements
3.2.2 Reliability requirements
3.2.5 Strength coordination
3.2.6 Additional considerations
29 3.4 Actions
3.4.3 Classification of actions by their nature and/or the structural response
3.6 Design values
3.6.3 Design value of a material property
3.6.4 Combination value of a variable action
30 4 Actions on lines
4.1 Introduction
4.3 Wind loads
32 4.4 Wind forces on overhead line components
4.4.1 Wind forces on conductors
34 4.4.2 Wind forces on insulator sets
35 4.4.3 Wind forces on lattice towers
4.4.3.1 General
4.4.3.2 Method 1
37 4.4.4 Wind forces on poles
4.5 Ice loads
4.5.2 Ice forces on conductors
39 4.6 Combined wind and ice loads
4.6.4 Equivalent diameter DI of ice-covered conductor
4.6.6 Combination of wind velocities and ice loads
4.6.6.1 Extreme ice load combined with a high probability wind velocity
4.8 Security loads
4.8.1 General
4.9 Safety loads
4.9.1 Construction and maintenance loads
40 4.9.2 Loads related to the weight of lines men
4.10 Forces due to short-circuit currents
4.11 Other special forces
4.12 Load cases
4.12.1 General
41 4.12.2 Standard load cases
44 4.13 Partial factors for actions
45 5 Electrical requirements
5.2 Currents
5.2.1 Normal current
5.4 Classification of voltages and over-voltages
5.4.2 Representative power frequency voltages
Nominal system voltageUnkV
Maximum operational voltage UskV
Maximum voltage for equipment(minimum value) Um kV
380
420
420
5.4.5 Representative fast-front overvoltage
5.5 Minimum air clearance distances to avoid flashovers
5.5.3 Empirical method based on European experience
46 5.6 Load cases for calculation of clearances
5.6.3 Wind loads for determination of electric clearances
5.6.3.2 Nominal wind loads for determination of internal and external clearances
5.6.3.3 Extreme wind loads for determination of internal clearances
5.6.4 Ice loads for the determination of electric clearances
47 5.6.5 Combined wind and ice loads
5.8 Internal clearances within the span and at the top of support
48 5.9 External clearances
5.9.1 General
50 5.9.2 External clearances to ground in areas remote from buildings, roads etc.
51 5.9.3 External clearances to residential and other buildings
52 5.9.4 External clearances to crossing traffic routes
53 5.9.5 External clearances to adjacent traffic routes
5.9.6 External clearances to other power lines or overhead telecommunication lines
54 5.11 Electric and magnetic fields
5.11.1 Electric and magnetic fields under a line
5.11.2 Electric and magnetic field induction
5.11.3 Interference with telecommunication circuits
6 Earthing systems
6.1 Introduction
6.1.2 Requirements for dimensioning of earthing systems
56 6.1.3 Earthing measures against lightning effects
6.3 Rating with regard to thermal strength
6.3.2 Current rating calculation
57 6.4 Dimensioning with regard to human safety
6.4.2 Touch voltage limits at different locations
6.4.3 Basic design of earthing systems with regard to permissible touch voltage
58 6.4.4 Measures in systems with isolated neutral or resonant earthing
6.5 Site inspection and documentation of earthing systems
59 7 Supports
7.1 Initial design considerations
7.2 Materials
7.2.1 Steel materials, bolts, nuts and washers, welding consumables
7.2.6 Wood
7.2.8 Other materials
60 7.3 Lattice steel towers
7.3.1 General
7.3.5 Structural analysis
7.3.6 Ultimate limit states
7.3.6.1 General
7.3.6.3 Tensile, bending and compression resistance of members
61 7.3.6.4 Buckling resistance of members in compression
7.3.8 Resistance of connections
62 7.4 Steel poles
7.4.1 General
7.4.5 Structural analysis
7.4.6 Ultimate limit states (EN 1993-1-1:2005 – Chapter 6)
7.4.6.1 General
7.4.6.2 Resistance of cross section areas
63 7.4.7 Serviceability limit states
7.4.8 Resistance of connections
7.4.8.3 Slip joint connections
7.5 Wood poles
7.5.2 Basis of design
64 7.5.3 Materials
7.5.5 Ultimate limit states
7.5.5.1 Basis
7.5.5.3 Resistance of wood elements
7.5.6 Serviceability limit states
7.5.7 Resistance of connections
7.6 Concrete poles
7.6.2 Basis of Design
65 7.6.4 Ultimate limit states
7.6.5 Serviceability limit states
7.7 Guyed structures
7.7.1 General
7.7.3 Materials
66 7.8 Other structures
7.9 Corrosion protections and finishes
7.9.1 General
7.9.2 Galvanising
7.9.4 Paint over galvanising in plant (Duplex system)
7.9.7 Protection of wood poles
7.10 Maintenance facilities
7.10.1 Climbing
68 7.10.2 Maintainability
7.10.3 Safety requirements
8 Foundations
8.2 Basis of geotechnical design
8.2.2 Geotechnical design by calculation
69 8.2.3 Design by prescriptive measures
8.2.4 Load tests and tests on experimental models
8.6 Interaction between support foundations and soil
9 Conductors and earth wires
9.2 Aluminium based conductors
9.2.1 Characteristics and dimensions
70 9.2.3 Conductor service temperatures and grease characteristics
71 9.3 Steel based conductors
9.3.1 Characteristics and dimensions
9.3.3 Conductor service temperatures and grease characteristics
72 9.3.4 Mechanical requirements
9.6 General requirements
9.6.2 Partial factors for conductors
73 9.6.3 Minimum cross sections
9.6.4 Sag-tension calculations
74 10 Insulators
10.1 Introduction
75 10.4 Pollution performance requirements
10.7 Mechanical requirements
78 11 Hardware
11.1 Introduction
11.2 Electrical requirements
11.2.1 Requirements applicable to all fittings
11.2.2 Requirements applicable to current carrying fittings
11.6 Mechanical requirements
80 12 Quality assurance, checks and taking-over
81 Annex G(normative)Calculation methods for earthing systems
G.4 Touch voltage and body current
82 Annex J(normative)Angles in lattice steel towers
91 Annex M(informative)Geotechnical and structural design of foundations
93 Annex AA(informative)Assumptions for ice loads
95 Literature
BS EN 50341-2-4:2019
$215.11