Structural Grading

Strength grading can be carried out by visual inspection according to strictly defined rules, or by a grading machine.

Once the strength grade is known, together with the species, a strength class can be assigned, which leads to the characteristic values needed for structural design. 

When compared with structural softwoods, hardwoods in the medium-to-high-density ranges (including Oak), have:

• greater strength and stiffness
• availibility in longer lengths and larger sections
• higher density, generally giving superior fire resistance
• greater natural durability in most species
• more varied aesthetic appeal as exposed members

Visual strength-grading uses the grader's experience to assess each piece of timber according to rules that define the size, type and number of strength-reducing characteristics allowed in each grade.

Natural strength-reducing features include knots, wane (the uneven edge caused by a residue of bark) and the slope of the grain. Other strength reducing features, such as splits or shakes (the splitting of the wood fibres along the grain) may have developed as a result of drying.

The strength of a piece of timber depends on a combination of the strength of the timber species and the grade of the individual piece. For example, a high grade of timber from a weaker species may be just as strong as a low grade timber from a strong species.

To make specifying easier, species and grades are grouped into classes or similar strength for softwoods and hardwoods. In both cases, higher numbers indicate stronger timber. Hardwoods range from D18 to D70.

The table below gives the grades practically available in European Oak.

(Sources: BM Trada, Wood Campus / TTF)