[ Conversions] [Drill Sizes] [ Gauge Chart] [ Hardness] [ Lumber Charts] [ Pipe Schedules] [Plating & Finishes] [ Surface Finish] [ Tolerance Charts] 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
| 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
| The following are related Lumber links and resources. | Forest Products Laboratory - Wood handbook covering technical specifications, mechanical properties etc... |