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 - 8" WIDE ONLY (1)
Dense Select Structural	2450	1350	175	660	2250	1.9
Select Structural	2300	1300	175	565	1900	1.8
Non Dense Sel. Str.	2100	1100	175	480	1750	1.7
No. 1 Dense	1650	875	175	660	1800	1.8
No. 1	1500	825	175	565	1650	1.7
No. 1 Non Dense	1350	725	175	480	1550	1.6
No. 2 Dense	1400	675	175	660	1700	1.7
No. 2	1200	650	175	565	1550	1.6
No. 2 Non Dense	1100	600	175	480	1450	1.4
No. 3 and Stud	700	400	175	565	875	1.4

Table 1.d: 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 - 10" WIDE ONLY (1)
Dense Select Structural	2150	1200	175	660	2000	1.9
Select Structural	2050	1100	175	565	1850	1.8
Non Dense Sel. Str.	1850	950	175	480	1750	1.7
No. 1 Dense	1450	775	175	660	1750	1.8
No. 1	1300	725	175	565	1600	1.7
No. 1 Non Dense	1200	650	175	480	1500	1.6
No. 2 Dense	1200	625	175	660	1650	1.7
No. 2	1050	575	175	565	1500	1.6
No. 2 Non Dense	950	550	175	480	1400	1.4
No. 3 and Stud	600	325	175	565	850	1.4