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Southern Pine, No. 2 - Design Values

Southern Pine, No. 2 is a dimensional lumber grade with reference design values to NDS 2018 Supplement Table 4B. Its reference bending value Fb is 1,500 psi, compression parallel Fc is 1,650 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)
1,500 psi
Fc (compression)
1,650 psi
E (modulus)
1.6M psi
Reference design values (NDS 2018)
FbBending1,500 psi
FtTension parallel825 psi
FvShear parallel175 psi
Fc⊥Compression perpendicular565 psi
FcCompression parallel1,650 psi
EModulus of elasticity1,600,000 psi
EminModulus for stability580,000 psi
GSpecific gravity0.55
Common supplied sizes
NominalActual (in)Metric (mm)
2x41.5 x 3.538 x 89
2x61.5 x 5.538 x 140
2x81.5 x 7.2538 x 184
2x101.5 x 9.2538 x 235
2x121.5 x 11.2538 x 286

Southern Pine Table 4B values are size-specific; values shown are the 2x4 basis.

Source: NDS 2018 Supplement Table 4B. 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 Southern Pine, No. 2, bending at Fb 1,500 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 175 psi, and bearing at a support is limited by compression perpendicular to grain at Fc perp 565 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 1,650 psi.

Stiffness for Southern Pine, No. 2 is E 1,600,000 psi, with the reduced modulus Emin 580,000 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. Its specific gravity of 0.55 is the value connection design works from, not the strength figures.

Within the dimensional lumber entries in this catalogue, Southern Pine, No. 2 ranks 4 of 13 on bending at 1,500 psi; the strongest listed is Southern Pine, Select Structural at 2,550 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.

Common questions

Southern Pine, No. 2 has a reference bending design value Fb of 1,500 psi to NDS 2018 Supplement Table 4B. 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 580,000 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.

Southern Pine, No. 2 sits at 1,500 psi in bending, ranking 4 of 13 among the dimensional lumber grades listed here; the strongest is Southern Pine, Select Structural at 2,550 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 Dimensional Lumber grades

Douglas Fir-Larch, Select StructuralDouglas Fir-Larch, No. 1Douglas Fir-Larch, No. 2Douglas Fir-Larch, No. 3Hem-Fir, Select StructuralHem-Fir, No. 1Hem-Fir, No. 2Spruce-Pine-Fir, Select StructuralSpruce-Pine-Fir, No. 1/No. 2Spruce-Pine-Fir, No. 3
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