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20F-V3 (DF/DF) - Design Values

20F-V3 (DF/DF) is a glued-laminated timber grade with reference design values to NDS 2018 Supplement Table 5A. Its reference bending value Fb is 2,000 psi, compression parallel Fc is 1,600 psi, and modulus of elasticity E is 1,600,000 psi (NDS). Values are shown before adjustment factors; apply the relevant NDS C-factors or EC5 k_mod and γ_M for your load case.

Fb (bending)
2,000 psi
Fc (compression)
1,600 psi
E (modulus)
1.6M psi
Reference design values (NDS 2018)
FbBending2,000 psi
FtTension parallel1,000 psi
FvShear parallel265 psi
Fc⊥Compression perpendicular650 psi
FcCompression parallel1,600 psi
EModulus of elasticity1,600,000 psi
EminModulus for stability850,000 psi

Source: NDS 2018 Supplement Table 5A. Reference values are shown before adjustment factors (NDS C-factors / EC5 k_mod, γ_M) - apply these per your load case in design.

Understanding these values

For a beam in 20F-V3 (DF/DF), bending at Fb 2,000 psi normally sets the size, but the check that actually governs depends on the span. Short heavily loaded members are often limited by shear at Fv 265 psi, and bearing at a support is limited by compression perpendicular to grain at Fc perp 650 psi, which is the lowest of the strength values and the one most often overlooked. Used as a post or stud, the governing value is compression parallel at Fc 1,600 psi.

Stiffness for 20F-V3 (DF/DF) is E 1,600,000 psi, with the reduced modulus Emin 850,000 psi used for stability calculations such as the beam stability factor CL and the column stability factor CP. On typical floor spans, deflection rather than strength decides the section, so compare E before Fb when the member is a joist.

Within the glued-laminated timber entries in this catalogue, 20F-V3 (DF/DF) ranks 4 of 4 on bending at 2,000 psi; the strongest listed is 24F-V4 (DF/DF) at 2,400 psi. Grade choice is usually a trade of cost against section depth, so it is worth checking whether a lower grade in a deeper section is cheaper than a higher grade at the depth you started with.

The closest alternative in the same family is 24F-V4 (DF/DF) at 2,400 psi in bending, 17% above this grade. If availability drives the choice rather than capacity, that is the substitution to price first - but re-run the deflection check as well, because stiffness and strength do not always move together.

Common questions

20F-V3 (DF/DF) has a reference bending design value Fb of 2,000 psi to NDS 2018 Supplement Table 5A. This is the value before adjustment: multiply by the applicable C-factors (load duration CD, wet service CM, size CF, repetitive member Cr and beam stability CL) for your member and its environment.

E is 1,600,000 psi, and the reduced modulus Emin used in stability calculations is 850,000 psi. E is what you use for deflection; Emin feeds the beam stability factor CL and column stability factor CP. On typical floor joists deflection governs, so E is usually the number that decides the section.

20F-V3 (DF/DF) sits at 2,000 psi in bending, ranking 4 of 4 among the glued-laminated timber grades listed here; the strongest is 24F-V4 (DF/DF) at 2,400 psi. Whether it is sufficient depends on your span and load, not on the grade alone - and because deflection often governs, a higher grade does not always give a smaller section. Check the deflection limit first, then bending.

Other Glued-Laminated Timber grades

24F-V4 (DF/DF)24F-V8 (DF/DF)24F-1.8E (SP/SP)GL24h (EN 14080)GL28h (EN 14080)GL32h (EN 14080)GL24c (EN 14080)GL28c (EN 14080)
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