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NEN EN 40-3-3 : 2013

Current

Current

The latest, up-to-date edition.

LIGHTING COLUMNS - PART 3-3: DESIGN AND VERIFICATION - VERIFICATION BY CALCULATION

Published date

12-01-2013

Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols
5 Structural strength requirements (ultimate limit state)
  5.1 Applications of calculations
  5.2 Characteristic loads
  5.3 Characteristic strength of materials
  5.4 Design loads
  5.5 Calculations of moments
      5.5.1 Bending moments
      5.5.2 Torsional moments
  5.6 Strength of cross-section
      5.6.1 General
      5.6.2 Metal columns
  5.7 Acceptance of design for strength
6 Deflection requirements (serviceability limit state)
  6.1 Application of calculations
  6.2 Characteristic loads
  6.3 Characteristic material properties
  6.4 Calculation of deflections
      6.4.1 Horizontal deflection of the lantern connection(s)
      6.4.2 Vertical deflection of the lantern connection(s)
  6.5 Acceptance of design for deflection
      6.5.1 Horizontal deflection
      6.5.2 Vertical deflection
7 Permissible modifications to verified column
8 Fatigue requirements
Annex A (informative) Guidance on fatigue requirements
        for steel lighting columns
Annex B (informative) Guidance on the use of classes for
        partial load factor [f] and maximum horizontal
        deflection
Bibliography

Describes the requirements for the verification of the design of lighting columns by calculation. It applies to post top columns not exceeding 20 m height for post top lanterns and to lighting columns with brackets not exceeding 18 m height for side entry lanterns.

DevelopmentNote
Supersedes NEN NPR 993. (07/2005)
DocumentType
Standard
PublisherName
Netherlands Standards
Status
Current
Supersedes

Standards Relationship
UNE-EN 40-3-3:2013 Identical
SN EN 40-3-3:2013 Identical
EN 40-3-3:2013 Identical
I.S. EN 40-3-3:2013 Identical
UNI EN 40-3-3 : 2013 Identical
BS EN 40-3-3:2013 Identical
DIN EN 40-3-3:2013-06 Identical

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