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

Table 1.c: 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" - 4" THICK - 12" WIDE ONLY (1), (2)
Dense Select Structural	2050	1100	175	660	1950	1.9
Select Structural	1900	1050	175	565	1800	1.8
Non Dense Select Structural	1750	900	175	480	1700	1.7
No. 1 Dense	1350	725	175	660	1700	1.8
No. 1	1250	675	175	565	1600	1.7
No. 1 Non Dense	1150	600	175	480	1500	1.6
No. 2 Dense	1150	575	175	660	1600	1.7
No. 2	975	550	175	565	1450	1.6
No. 2 Non Dense	900	525	175	480	1350	1.4
No. 3 and Stud	575	325	175	565	825	1.4