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exogenous
grows outward by adding new cells in a layer between the existing wood and the bark (softwoods and hardwoods)
softwoods
conifers (needles) or cone-bearing, grows year-round (and therefore faster)
Ex: pine, spruce, fir, hemlock, cedar, cypress, redwood
Used in construction, less expensive
hardwoods
broad-leafed, mostly deciduous (sheds its leaves in the wintertime)
Ex: oak, maple, ash, walnut, hickory, poplar, gum, birch
Takes ~20 years to grow → more expensive → used to make furniture, cabinets
endogenous
grows inward by adding new cells to the old
Ex: bamboo, palm
wood structure
Cellulose & hemicellulose (55-80%) provides tensile axial strength & elastic property of wood
Lignin (15-30%) cements the cellulose together to provide compressive strength
cross section of a tree
Cambium Layer: layer of new cells beneath the bark (growth region of the tree)
Pith: innermost ring
Heartwood: inactive inner portion, relatively darker in color (more resistant to insects & decay as compared with sapwood)
Sapwood: active outer portion, relatively lighter in color
Medullary Ray: group of cells in the radial direction, adding strength to the radial direction
early wood (springwood)
Inner light colored layer, which grows in the spring and grows relatively faster
latewood (summerwood)
outer darker layer, grows in the summer and relatively slower
density of wood
Solid wood substance (cellulose) specific gravity = 1.5
Wood (with air-filled cavities) specific gravity = 0.3-0.9
shrinkage of wood
Shrinkage increases with density of wood and moisture content. Caused by lateral contraction of the cell walls as they dry out. Ranges of shrinkage between fiber-saturation point and oven-dry condition: Volumetric 7-21%, longitudinal 0.1-0.3%, radial 2-8%, tangential 4-14%
axial strength parallel to the grain
Strength is greatest in this direction (wood fibers run mostly in this direction) - 5000 psi
Tensile strength in this direction is about 2-3 times the compressive strength - 10,000 psi
axial strength perpendicular to the grain
Tensile strength perpendicular to the grain is less than 1/10 of tensile strength parallel to grain - 800 psi
Compressive strength perpendicular to the grain is about 1/4-1/3 of compressive strength parallel to grain - 1200 psi
shear strength parallel to the grain
About the same as the compressive strength perpendicular to grain - 1200 psi
electric conductivity
increases with moisture content
defects in wood
Knots: formed at the base of the branches extending into the wood of the tree. Cause stress concentrations (if it will break, will break at the knot)
Shakes: cracks along the grain, originating in the growth of the tree
Checks: longitudinal splits across the growth rings resulting from uneven drying.
Waynes: areas where the lumber has been cut too close to the edge of the log and there is bark on the boards
Pitch Pockets: accumulations of resins in openings between the annual rings
Compression Wood: formed on the lower side of branches
Darker than normal wood. High lignin content. Higher specific gravity, greater longitudinal shrinkage. Not as tough as normal wood
Warping: caused by unequal shrinkage
Decay: caused by insect attack
plywood
Laminated wood usually made of an odd number of thin veneers (thin sheets of wood) bonded with synthetic resin. The grain of one ply is at right angles to the next
laminated veneer lumber (LVL)
A board product made by gluing pieces of thin lumber or veneer together to make a large member
Grains of all pieces are oriented along the long axis of the panel
Used in structural applications
particle board
a flat board made from wood flakes mixed with an adhesive and formed under pressure
Not used for structural purposes
Usually used in making furniture and associated products
oriented strand board (OSB)
a board made from large wood flakes mixed with an waterproof adhesive and arranged in layers at right angles to one another
Cheaper alternative to plywood
Used in roof sheathing and floor sheathing
laminated strand lumber (LSL)
Lumber made by wood strands mixed with a water-proof adhesive
Available in sizes larger than sawn lumber and tend to be significantly stronger than lumber of equal size (due to minimization of defects)
Used in construction where high strength and large size are required