16F-V2, 16F-V3, 16F-V5
20F-V2, 20F-V3, 20F-V5
24F-V1, 24F-V3, 24F-V4, 24F-V5, 24F-V8
26F-V1, 26F-V2, 26F-V3, 26F-V4, 26F-V5
The first numbers represent the allowable bending stress (1600 psi to 2600 psi), 2400 psi is the most common. Of the five combinations listed, 24F-V4 has a footnote explaining that it contains wane, so that combination should be ignored. So, four combinations left to choose from:
24F-V1, 24F-V3
Unbalanced (left) and Balanced (right) glulam layup |
The next choice is whether a balanced or unbalanced layup is required. Unbalanced is for simple span beams (high tension stresses only expected at bottom of beam.) Check the allowable Fbx- value, for tension stress at the top of beam. In balanced layups Fbx+ equals Fbx-, which is true for 24F-V5 and 24F-V8. The remaining difference between these two grades is their modulus of elasticity (E); 24F-V8 is slightly more rigid than 24F-V5.
The most common bending layups used for southern yellow pine are 24F-V3 and 24F-V5.
*Wednesday's Word Of The Week is a feature on Unalam's Wood Times Blog. Each Wednesday our structural engineer, Rik Vandermeulen, will discuss a new term associated with glulam manufacturing. He will do this until we run out of words. If there is a timber or glulam term that you have heard of and want to know more about, let us know in the comments.
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