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

Table 1.a: 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 - 2" - 4" WIDE ONLY
Dense Select Structural	3050	1650	175	660	2250	1.9
Select Structural	2850	1600	175	565	2100	1.8
Non-Dense Sel. Str.	2650	1350	175	480	1950	1.7
No. 1 Dense	2000	1100	175	660	2000	1.8
No. 1	1850	1050	175	565	1850	1.7
No. 1 Non Dense	1700	900	175	480	1700	1.6
No. 2 Dense	1700	875	175	660	1850	1.7
No. 2	1500	825	175	565	1650	1.6
No. 2 Non Dense	1350	775	175	480	1600	1.4
No. 3 and Stud	850	475	175	565	975	1.4

Table 1.b: 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 - 5" - 6" WIDE ONLY
Dense Select Structural	2700	1500	175	660	2150	1.9
Select Structural	2550	1400	175	565	2000	1.8
Non Dense Sel. Str.	2350	1200	175	480	1850	1.7
No. 1 Dense	1750	950	175	660	1900	1.8
No. 1	1650	900	175	565	1750	1.7
No. 1 Non Dense	1500	800	175	480	1600	1.6
No. 2 Dense	1450	775	175	660	1750	1.7
No. 2	1250	725	175	565	1600	1.6
No. 2 Non Dense	1150	675	175	480	1500	1.4
No. 3 and Stud	750	425	175	565	925	1.4