Recommendations for the design of timber structures to Eurocode 5: Design of timber structures - General. Common rules and rules for buildings

Recommendations for the design of timber structures to Eurocode 5: Design of timber structures - General. Common rules and rules for buildings

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PD 6693-1:2012 Recommendations for the design of structures to BS EN 1995 Eurocode 5 for Timber structures (revision of BS 5268)

When there is a need for guidance on a subject that is not covered by the Eurocode, a country can choose to publish documents that contain non-contradictory complementary information that supports the Eurocode. This Published Document, which has been prepared by BSI Subcommittee B/525/5, Structural use of timber, provides just such information and has been cited as a reference in the UK National Annex to BS EN 1995-1-1.

PD 6693-1:2012 gives non-contradictory complementary information for use with BS EN 1995-1-1 and NA to BS EN 1995-1-1Contents for PD 6693-1:2012 includes:

  • Introduction
  • Scope
  • Normative references
  • Terms, definitions and abbreviations
  • Design responsibilities
  • Effective anchorages of timber floors to walls for buildings of Consequence Class 2a
  • Assignment of timbers to BS EN 338 strength classes
  • Horizontally glued laminated hardwood members
  • Factor, kc,90, for compression perpendicular to grain
  • Effective lengths of compression members
  • Limits on notches and circular holes in joists and studs for which no calculations are required
  • Design of beams with circular holes
  • Characteristic properties of fasteners
  • Yield moment of annular ring-shanked nails
  • Diameters for evaluating lateral load-carrying capacities of screws
  • Axially loaded screws
  • Connections made with punched metal plate fasteners
  • Misalignment tolerances in punched metal plate fastener joints
  • Contact pressure between timber members in punched metal plate fastener joints under compression
  • Trusses with punched metal plate fasteners
  • Masonry shielding to wall diaphragms
  • Simplified analysis of wall diaphragms
  • Contribution of plasterboard to racking resistance
  • Evaluation of design racking resistance of plasterboard-clad timber frame walls
  • Bracing to trussed rafter roofs
  • Lateral load-carrying capacity of glued lap joints