Be sure to refer to the design values footnotes where applicable.

Table 6: Mixed Southern Pine (Virginia Pine and Pond Pine)
Structural Light Framing, Structural Joists and Planks, and Studs: 2" to 4" Thick
(Each width has a separate set of design values)

Grade	Extreme Fiber in Bending (psi) "Fb"	Tension Parallel To Grain (psi) "Ft"	Horizontal Shear (psi) "Fv"	Compression Perpendicular to Grain (psi) "Fc^"	Compression Parallel to Grain (psi) "Fc//"	Modulus of Elasticity (million psi) "E"
Kiln Dried or S-Dry, MC 15, MC 19
APPLIES TO 2" TO 4" THICK - 2" - 4" WIDE ONLY
Select Structural	2050	1200	175	565	1800	1.6
No. 1	1450	875	175	565	1650	1.5
No. 2	1300	775	175	565	1650	1.4
No. 3 and Stud	750	450	175	565	950	1.2
APPLIES TO 2" TO 4" THICK - 5" - 6" WIDE ONLY
Select Structural	1850	1100	175	565	1700	1.6
No. 1	1300	750	175	565	1550	1.5
No. 2	1150	675	175	565	1550	1.4
No. 3 and Stud	675	400	175	565	875	1.2

Table 6: Mixed Southern Pine (Virginia Pine and Pond Pine)
Structural Light Framing, Structural Joists and Planks, and Studs: 2" to 4" Thick
(Each width has a separate set of design values)

Grade	Extreme Fiber in Bending (psi) "Fb"	Tension Parallel To Grain (psi) "Ft"	Horizontal Shear (psi) "Fv"	Compression Perpendicular to Grain (psi) "Fc^"	Compression Parallel to Grain (psi) "Fc//"	Modulus of Elasticity (million psi) "E"
Kiln Dried or S-Dry, MC 15, MC 19
APPLIES TO 2" TO 4" THICK - 8" WIDE ONLY (1)
Select Structural	1750	1000	175	565	1600	1.6
No. 1	1200	700	175	565	1450	1.5
No. 2	1050	625	175	565	1450	1.4
No. 3 and Stud	625	375	175	565	850	1.2
APPLIES TO 2" TO 4" THICK - 10" WIDE ONLY (1)
Select Structural	1500	875	175	565	1600	1.6
No. 1	1050	600	175	565	1450	1.5
No. 2	925	550	175	565	1450	1.4
No. 3 and Stud	525	325	175	565	825	1.2
APPLIES TO 2" TO 4" THICK - 12" WIDE ONLY (1),(2)
Select Structural	1400	825	175	565	1550	1.6
No. 1	975	575	175	565	1400	1.5
No. 2	875	525	175	565	1400	1.4
No. 3 and Stud	500	300	175	565	800	1.2