
Stain Selector




White oak is impervious to liquids, and has been used extensively for ship timbers, barrels and casks. White oak is the state tree of Connecticut, Illinois and Maryland.
Widespread throughout the Eastern U.S. The white oak group comprises many species, of which about eight are commercial. The trees prefer rich well drained soil, and average height is 60 to 80 feet.
Furniture, flooring, architectural millwork, mouldings, doors, kitchen cabinets, paneling, barrel staves (tight cooperage) and caskets.
15.1 percent of total U.S. hardwoods commercially available.
Native Americans and early settlers would boil and eat white oak acorns.
The sapwood is light-colored and the heartwood is light to dark brown. White oak is mostly straight-grained with a medium to coarse texture, with longer rays than red oak. White oak therefore has more figure.
White oak machines well, nails and screws well although pre-boring is advised. Since it reacts with iron, galvanized nails are recommended. Its adhesive properties are variable, but it stains to a good finish. Can be stained with a wide range of finish tones. The wood dries slowly.
A hard and heavy wood with medium bending and crushing strength, low in stiffness, but very good in steam bending. Great wear-resistance.
Readily available but not as abundant as red oak.
Machining
Nailing
Screwing
Gluing
Finishing
|
Static Bending |
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|
Moisture Content |
Specific Gravity (b) |
Modulus of Rupture |
Modulus of Elasticity (c) |
Work to Maximum Load |
| Green-12% | 0.57-0.88 | 7,200-18,400 | 0.88-2.05 | 9.4-19.2 |
|
Impact Bending |
Compression |
Compression |
Shear |
Tension |
Side Hardness |
| — -50 | 3,290-8,900 | 530-2,840 | 1,210-2,660 | — -940 | — -1,620 |
a) Results of tests on small clear specimens in the green and air-dried conditions. Definition of properties; impact bending is height of drop that causes complete failure, using 0.71-kg (50 lb.) hammer; compression parallel to grain is also called maximum crushing strength; compression perpendicular to grain is fiber stress at proportional limit; shear is maximum shearing strength; tension is maximum tensile strength; and side hardness is hardness measured when load is perpendicular to grain.
b) Specific gravity is based on weight when ovendry and volume when green or at 12% moisture content
c) Modulus of elasticity measured from a simply supported, center-loaded beam, on a span depth ratio of 14/1. To correct for shear reflection, the modulus can be increased by 10%.