Wood Beams - Strength of Material
Compression and bending strengths of wood species typically used in beams:
Wood Species | Maximum Stress (psi) | |||||
---|---|---|---|---|---|---|
Bending | Compression | |||||
Horizontal Shear - τ - | Perpendicular to Grain - σ - | Parallel to Grain - σ - | ||||
Wet | Dry | Wet | Dry | Wet | Dry | |
Birch, Yellow | 1417 | 1668 | 477 | 715 | 960 | 1200 |
Fir, Douglas | 1417 | 1668 | 417 | 625 | 1360 | 1700 |
Larch, Western | 1417 | 1668 | 417 | 625 | 1360 | 1700 |
Maple, Red | 1271 | 1495 | 410 | 615 | 880 | 1100 |
Oak, Black | 1369 | 1610 | 590 | 885 | 920 | 1150 |
Pine, Eastern White | 1222 | 1438 | 223 | 335 | 960 | 1200 |
Redwood | 1320 | 1553 | 433 | 650 | 1200 | 1500 |
- 1 psi (lb/in2) = 6895 Pa (N/m2)
- 1 MPa = 106 Pa
Related Topics
• Beams and Columns
Deflection and stress in beams and columns, moment of inertia, section modulus and technical information.
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