Abstract Preview

This method is based on the load proportional limit and the load at a defined deformation which are given in the "load/deflection" curve. Stresses at these loads are calculated. Testing of small defect-free test pieces of wood is not covered.


General information

  • Status :  Published
    Publication date : 1988-07
  • Edition : 1
    Number of pages : 3
  • :
    ISO/TC 218
    Timber
  • 79.040
    Wood, sawlogs and sawn timber

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