Values are given in pounds per square inch (psi)
These tables compare design values for Southern Pine lumber and other major commercial species used in the U.S. The tables are based on results of the North American In-Grade Testing Program completed in 1991. These tests confirmed that Southern Pine is the Strongest Species for engineered and framing applications.
Tabulated design values are based on normal loading conditions. Because the strength of wood varies with conditions under which it is used, these design values should only be applied in conjunction with appropriate design and service recommendations from the NDS. Tabulated design values must be multiplied by all applicable adjustment factors to determine allowable design values.
| 2x12 |
Property
|
Southern
Pine
|
Douglas
Fir-Larch
|
Hem-Fir
|
Spruce-
Pine-Fir
|
Spruce-
Pine-Fir
(South)
|
Select
Structural
|
Extreme Fiber Stress in Bending, Fb
Tension parallel-to-grain, Ft
Compression parallel-to-grain, Fc
Modulus of Elasticity, E
|
1,900
1,050
1,800
1,800,000
|
1,450
1,000
1,700
1,900,000
|
1,400
900
1,500
1,600,000
|
1,250
675
1,400
1,500,000
|
1,300
575
1,200
1,300,000
|
|
No. 1
|
Extreme Fiber Stress in Bending, Fb
Tension parallel-to-grain, Ft
Compression parallel-to-grain, Fc
Modulus of Elasticity, E
|
1,250
675
1,600
1,700,000
|
1,000
675
1,450
1,700,000
|
950
600
1,300
1,500,000
|
875
425
1,100
1,400,000
|
850
400
1,050
1,200,000
|
|
No. 2
|
Extreme Fiber Stress in Bending, Fb
Tension parallel-to-grain, Ft
Compression parallel-to-grain, Fc
Modulus of Elasticity, E
|
975
550
1,450
1,600,000
|
875
575
1,300
1,600,000
|
850
500
1,250
1,300,000
|
875
425
1,100
1,400,000
|
750
325
975
1,100,000
|
|
No. 3
|
Extreme Fiber Stress in Bending, Fb
Tension parallel-to-grain, Ft
Compression parallel-to-grain, Fc
Modulus of Elasticity, E
|
575
325
825
1,400,000
|
500
325
750
1,400,000
|
500
300
725
1,200,000
|
500
250
625
1,200,000
|
425
200
550
1,000,000
|
SOURCES
These tables are for comparison purposes only, and do not provide complete design information. For more design details, see the National Design Specification® (NDS®) for Wood Construction published by the American Forest & Paper association, the Southern Pine Use Guide published by the Southern Pine Council, and the following sources used for this publication:
Southern Pine
Southern Pine Council: Maximum Spans for Southern Pine Joists & Rafters, 5/93.
Southern Pine Inspection Bureau: Standard Grading Rules for Southern Pine Lumber, 1994 Edition.
Douglas Fir-Larch, Hem-Fir and Spruce-Pine-Fir (South)
Western Wood Products Association: Western Lumber Size-Adjusted Values, 2/92, and Western Lumber Span Tables, 2/94.
Spruce-Pine-Fir
Canadian Wood Council: Canadian Dimension Lumber Data Book, 1/92, and The U.S. Span Book for Canadian Lumber, 1993.
Species Comparisons |
2x4 |
2x6 |
2x8 |
2x10 |
2x12
|
