| EN 1995-1-1 - Section 2.3.1.3. Service classes | |||||||
| (1)P Structures shall be assigned to one of the service classes given below: | |||||||
| NOTE 1: The service class system is mainly aimed at assigning strength values and for | |||||||
| calculating deformations under defined environmental conditions. | |||||||
| NOTE 2: Information on the assignment of structures to service classes given in (2)P, (3)P | |||||||
| and (4)P may be given in the National annex. | |||||||
| (2)P Service class 1 is characterised by a moisture content in the materials corresponding to a | |||||||
| temperature of 20°C and the relative humidity of the surrounding air only exceeding 65 % for a | |||||||
| few weeks per year. | |||||||
| NOTE: In service class 1 the average moisture content in most softwoods will not exceed 12 %. | |||||||
| (3)P Service class 2 is characterised by a moisture content in the materials corresponding to a | |||||||
| temperature of 20°C and the relative humidity of the surrounding air only exceeding 85 % for a | |||||||
| few weeks per year. | |||||||
| NOTE: In service class 2 the average moisture content in most softwoods will not exceed 20 %. | |||||||
| (4)P Service class 3 is characterised by climatic conditions leading to higher moisture contents | |||||||
| than in service class 2. | |||||||