|
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Structural Lumber Engineering Properties
2" to 4" thick, 2" and wider |
| Size |
Grade |
Extreme Fiber Stress in Bending
"Fb"
|
Tension
Parallel
to Grain
"Ft" |
Horizontal
Shear
"Fv" |
Compres-
sion
Perpendi-
cular
to Grain |
Compres-
sion
Parallel
to Grain
"Fc" |
Modulus
of
Elasticity
"E" |
2" to 4"
thick, 2" to 4" wide Includes: 2x2 2x3 2x4 3x4 4x4
|
Dense Select Structural
Select Structural NonDense Select Struc No. 1 Dense No.
1 No. 1 NonDense No. 2 Dense No. 2 No. 2 NonDense No. 3 and Stud Construction Standard Utility
|
3050
2850 2650 2000 1850 1700 1700 1500 1350 850 1100 625 300
|
3510
3280 3050 2300 2130 1950 1960 1720 1550 980 1270 720 345
|
1650
1600 1350 1100 1050 900 875 825 775 475 625 350 175
|
100
100 100 100 100 100 90 90 90 90 100 90 90
|
660
565 480 660 565 480 660 565 480 565 565 565 565
|
2250
2100 1950 2000 1850 1700 1850 1650 1600 975 1800 1500 975
|
1,900,000
1,800,000 1,700,000 1,800,000 1,700,000 1,600,000 1,700,000 1,600,000 1,400,000 1,400,000 1,500,000 1,300,000 1,300,000
|
2" to 4"
thick, 5" to 6" wide Includes: 2x6 3x6 4x6
|
Dense Select Structural
Select Structural NonDense Select Struc No. 1 Dense No.
1 No. 1 NonDense No. 2 Dense No. 2 No. 2 NonDense No. 3 and Stud
|
2700
2550 2350 1750 1650 1500 1450 1250 1150 750
|
3100
2930 2700 2010 1900 1720 1670 1440 1320 865
|
1500
1400 1200 950 900 800 775 725 675 425
|
90
90 90 90 90 90 90 90 90 90
|
660
565 480 660 565 480 660 565 480 565
|
2150
2000 1850 1900 1750 1600 1750 1600 1500 925
|
1,900,000
1,800,000 1,700,000 1,800,000 1,700,000 1,600,000 1,700,000 1,600,000 1,400,000 1,400,000
|
2" to 4"
thick, 8" wide Includes: 2x8 3x8 4x8
|
Dense Select Structural
Select Structural NonDense Select Struc No. 1 Dense No.
1 No. 1 NonDense No. 2 Dense No. 2 No. 2 NonDense No. 3 and Stud
|
2450
2300 2100 1650 1500 1350 1400 1200 1100 700
|
2820
2650 2420 1900 1730 1550 1610 1380 1260 805
|
1350
1300 1100 875 825 725 675 650 600 400
|
90
90 90 90 90 90 90 90 90 90
|
660
565 480 660 565 480 660 565 480 565
|
2050
1900 1750 1800 1650 1550 1700 1550 1450 875
|
1,900,000
1,800,000 1,700,000 1,800,000 1,700,000 1,600,000 1,700,000 1,600,000 1,400,000 1,400,000
|
2" to 4"
thick, 10" wide Includes: 2x10 3x10 4x10
|
Dense Select Structural
Select Structural NonDense Select Struc No. 1 Dense No.
1 No. 1 NonDense No. 2 Dense No. 2 No. 2 NonDense No. 3 and Stud
|
2150
2050 1850 1450 1300 1200 1200 1050 950 600
|
2470
2360 2130 1670 1500 1380 1380 1210 1090 690
|
1200
1100 950 775 725 650 625 575 550 325
|
90
90 90 90 90 90 90 90 90 90
|
660
565 480 660 565 480 660 565 480 565
|
2000
1850 1750 1750 1600 1500 1650 1500 1400 850
|
1,900,000
1,800,000 1,700,000 1,800,000 1,700,000 1,600,000 1,700,000 1,600,000 1,400,000 1,400,000
|
2" to 4"
thick, 12" wide Includes: 2x12 3x12 4x12
|
Dense Select Structural
Select Structural NonDense Select Struc No. 1 Dense No.
1 No. 1 NonDense No. 2 Dense No. 2 No. 2 NonDense No. 3 and Stud
|
2050
1900 1750 1350 1250 1150 1150 975 900 575
|
2360
2190 2010 1550 1440 1320 1320 1120 1040 660
|
1100
1050 900 725 675 600 575 550 525 325
|
90
90 90 90 90 90 90 90 90 90
|
660
565 480 660 565 480 660 565 480 565
|
1950
1800 1700 1700 1600 1500 1600 1450 1350 825
|
1,900,000
1,800,000 1,700,000 1,800,000 1,700,000 1,600,000 1,700,000 1,600,000 1,400,000 1,400,000
|
Structural Lumber Engineering Properties
5" to 5" thick and wider |
| Size |
Grade |
Extreme Fiber Stress in Bending
"Fb"1 Single Member Uses |
Tension
Parllel to Grain "Ft" |
Horizontal
Shear "Fv" |
Compression
Perpendicular to Grain
|
Compression
Parallel to Grain "Fc" |
Modulus
of Elasticity "E" |
5" x 5" and larger |
Dense Select Structural Select Structural No. 1 Dense No. 1 No. 2 Dense No.
2
|
1750 1500 1550 1350 975 850
|
1200 1000 1050 900 650 550
|
110 110 110 110 100 100
|
440 375 440 375 440 375
|
1100 950 975 825 625 525
|
1,600,000 1,500,000 1,600,000 1,500,000 1,300,000 1,200,000
|
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