ce 479: design of building components and systems fall 2012 – j. liu
DESCRIPTION
CE 479: Design of Building Components and Systems Fall 2012 – J. Liu. Wood: Intro, Properties, Grades. OUTLINE. Introduction to Wood Properties Design Specifications Sizes, Grading. Introduction to Wood. Wood Members Species and Species Groups. Wood Members. - PowerPoint PPT PresentationTRANSCRIPT
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CE 479: DESIGN OF BUILDING COMPONENTS AND SYSTEMSFALL 2012 – J. LIU
Wood: Intro, Properties, Grades
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Introduction to WoodPropertiesDesign SpecificationsSizes, Grading
OUTLINE
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Wood MembersSpecies and Species Groups
Introduction to Wood
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Wood Members Sawn lumber or solid sawn lumber
Wood members manufactured by cutting a member directly from a log
Glued laminated timbers a.k.a. “glulams” Laminated stock, glued and laid up to form
larger wood members
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Wood Members Wood poles/timber piles Manufactured products
Plywood Oriented strand board (OSB) Structural composite lumber (laminated veneer
or parallel strand lumber) Fabricated components
Trusses Wood I-joists Box beams
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Sawn lumber – Basic size classifications
Dimension lumber Smaller (thinner) sizes of structural lumber Ranges from 2x2 through 4x16 Any material with nominal thickness of 2 to
4 inches Timbers
Larger sizes 5 inch minimum nominal dimension Practically speaking, smallest timber size is
a 6x6
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Species and Species Groups Structural designer uses lumber from a
commercial species group rather than a specific species
Same grading rules, reference design values, grade stamps are applied to all species in a species group
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Species and Species Groups Note: some groups have similar names;
each is separate and distinct – different sets of reference design values Douglas Fir-Larch and Douglas Fir-Larch (N) Hem-Fir and Hem-Fir (N) Spruce-Pine-Fir and Spruce-Pine-Fir (S) (N) indicates a Canadian species group; (S)
indicates USA species
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Species and Species Groups Hardwoods and Softwoods
Hardwoods - broadleafed deciduous trees Softwoods – narrow, needle-like leaves, generally
evergreen, also known as conifers “C is for Conifers” http://
www.youtube.com/watch?v=FijQbZeTGNc Large majority comes from Softwoods Note: Douglas Fir-Larch and Southern Pine are
classified as softwoods, but are relatively dense and have structural properties exceeding those of many hardwoods
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Typical Commercial Hardwoods
Maples Oaks Birches Elms Walnut
Canadian Conseil Wood canadienCouncil du bois
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Typical Commercial Softwoods
Spruces Pines Firs Cedars Hemlocks Larches
Canadian Conseil Wood canadienCouncil du bois
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Cellular MakeupGrowth Characteristics (+ Guest Lecture R. Kristie)Moisture ContentShrinkageSpecific GravityStrengthOther Properties, Decay (+ Guest Lecture R. Kristie)
Properties
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Interior of a Tree
Age Conditions of
growth Structures Some properties
Canadian Conseil Wood canadienCouncil du bois
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Cellular Makeup Canadian Conseil Wood canadienCouncil du bois
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Cellular Makeup Canadian Conseil Wood canadienCouncil du bois
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Cellular Makeup Canadian Conseil Wood canadienCouncil du bois
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Cellular Makeup Canadian Conseil Wood canadienCouncil du bois
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Cellular Makeup Canadian Conseil Wood canadienCouncil du bois
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Cellular Makeup Canadian Conseil Wood canadienCouncil du bois
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Cellular Makeup Canadian Conseil Wood canadienCouncil du bois
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Cellular Makeup Canadian Conseil Wood canadienCouncil du bois
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Cellular Makeup Canadian Conseil Wood canadienCouncil du bois
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Cellular Makeup Canadian Conseil Wood canadienCouncil du bois
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Cellular Makeup Canadian Conseil Wood canadienCouncil du bois
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Cellular Makeup Canadian Conseil Wood canadienCouncil du bois
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Cellular Makeup Canadian Conseil Wood canadienCouncil du bois
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Cellular Makeup Canadian Conseil Wood canadienCouncil du bois
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Growth Characteristics Include density, moisture content, knots,
checks, shakes, splits, slope of grain, reaction wood, decay
Affect strength of lumber Limits on size and number of defects
permitted in a given stress grade
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Knots Portion of a branch or limb that
has been incorporated into the main body of the tree
Displace clear wood, cause slope of grain to deviate around them, therefore decreasing mechanical properties
Can cause stress concentrations and/or checking
Effect on tension and compression; greater effect on tension
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Checks, Shakes, Splits Separations of wood fibers (A) Checks = radial cracks (C) Shakes = separation parallel to
annual rings (B) Splits = complete separation of wood
fibers
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Slope of Grain Deviation of wood fibers from a line that
is parallel to edge of piece of lumber Expressed as a ratio (e.g., 1:8, 1:15,
etc.) Measured over sufficient area to be
representative of general slope of fibers; local deviations around knots disregarded
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Reaction Wood Known as compression wood in softwood
species Abnormal wood that forms on underside
of leaning and crooked trees Hard and brittle Unbalanced structure in wood Not permitted in stress grades of lumber
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Moisture Content Canadian Conseil Wood canadienCouncil du bois
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Moisture Content Moisture content in living trees comes from
sap (water and dissolved mineral salts) Can be as high as 200% in sapwood of
some tress May be 30% in heartwood of others Held in wood in two ways:
Free water in the cell cavity First to be driven off as wood dries
Bound water in the cell walls
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Moisture Content Moisture content of lumber in service is
much less than that of a living tree (can be 200 percent)
Equilibrium moisture content (EMC) Average moisture content in service Ranges between 7 – 14% MC at time of construction will be higher than
EMC of a building (perhaps 2 times higher)
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Moisture Content Fiber Saturation Point (FSP)
Moisture content that corresponds to complete loss of free water
100% of bound water remaining No loss of bound water occurs above FSP No volume changes or other changes in
structural properties associated with change in MC above FSP
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Moisture Content
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Fiber Saturation Point (FSP)
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Above FSP Canadian Conseil Wood canadienCouncil du bois
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Below FSP Canadian Conseil Wood canadienCouncil du bois
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Shrinkage Canadian Conseil Wood canadienCouncil du bois
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Moisture Content Canadian Conseil Wood canadienCouncil du bois
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Shrinkage Canadian Conseil Wood canadienCouncil du bois
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Shrinkage Canadian Conseil Wood canadienCouncil du bois
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Shrinkage Canadian Conseil Wood canadienCouncil du bois
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Shrinkage Shrinkage causes reduction
in section properties, but reduction in MC increases structural properties
Drying of lumber in order to increase structural properties is known as “Seasoning”
“Seasoning” usually refers to a controlled drying process such as air or kiln drying
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Shrinkage
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Seasoning Checks
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Shrinkage Canadian Conseil Wood canadienCouncil du bois
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Moisture Content Canadian Conseil Wood canadienCouncil du bois
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Kiln Drying Canadian Conseil Wood canadienCouncil du bois
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Rate of Drying Canadian Conseil Wood canadienCouncil du bois
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Equilibrium Moisture Content
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Estimating Shrinkage Wood Handbook (Forest Products Laboratory) provides
values of tangential, radial, and volumetric shrinkage from clearwood samples, for different species Values given from 0 at nominal FSP to full shrinkage at
zero MC; intermediate values are interpolated Other methods exist, but a simpler method
recommended for following reasons: Shrinkage is a variable property Orientation of annual rings in a real piece of lumber
unknown Designer will probably only know species group, not
individual species
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Estimating Shrinkage Simple method (Rummelhart and Fantozzi,
1992) Constant shrinkage of 6 percent used for both
width and thickness of a member Shrinkage taken as 0 at an FSP of 30 percent, and
the full 6 percent shrinkage assumed to occur at an MC of zero.
Linear interpolation used for MC values between 30 and 0.
Method based on western species lumber, but method shown to give reasonable estimates for most species
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Estimating Shrinkage - Example
Estimate the shrinkage that will occur in a four-story wood-frame wall that uses Hem-Fir lumber. Consider a decrease in moisture from 15 to 8 percent.
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Estimating Shrinkage – Example, cont’d.
A shrinkage of 6 percent is assumed to occur between MC=30% and MC=0%. Use linear interpolation.
Shrinkage value SV = 6/30 = 0.2% per 1 % change in MC
= 0.002 in/in per 1% change in MCShrinkage S that occurs in the dimension,
d, of a piece:Shrinkage S = SV x d x DMC = 0.002 x d x DMC
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Estimating Shrinkage – Example, cont’d.
Shrinkage in depth of 2x12 floor joist:Sfloor = 0.002 in/in x 11.25 in x (15-8) = 0.158 inShrinkage in thickness of one 2x wall plate:Splate= 0.002 in/in x 1.5 in x (15-8) = 0.021 inShrinkage in length of a stud; longitudinal shrinkage is small: Sstud ≈ 0 in
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Estimating Shrinkage – Example, cont’d.
Total S = 3 Sfloor + 12 Splate
Total S = 3 (0.158 in) + 12 (0.021 in)Total S = 0.725 in ≈ ¾ in
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Moisture Content and Lumber Sizes Moisture content of lumber affects cross-
sectional dimensions No need to adjust section properties to account
for initial MC and EMC and resulting shrinkage Grading practices for dimension lumber have
established the dry size (MC≤19 percent) of a member as basis for structural calculations
Manufacturing adjusted to MC of wood at time of manufacturer (i.e., lumber from green wood is larger at time of manufacture)
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Specific Gravity Canadian Conseil Wood canadienCouncil du bois
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Specific Gravity and Strength
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Strength Canadian Conseil Wood canadienCouncil du bois
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Compressive StrengthCanadian Conseil Wood canadienCouncil du bois
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Compressive StrengthCanadian Conseil Wood canadienCouncil du bois
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Strength Canadian Conseil Wood canadienCouncil du bois
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Tensile Strength Canadian Conseil Wood canadienCouncil du bois
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Tensile Strength Canadian Conseil Wood canadienCouncil du bois
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Radial Stress in Curved Members
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Bending Canadian Conseil Wood canadienCouncil du bois
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Longitudinal Shear Canadian Conseil Wood canadienCouncil du bois
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Fatigue Loading Canadian Conseil Wood canadienCouncil du bois
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Temperature Canadian Conseil Wood canadienCouncil du bois
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Preservative Processes, Fire-retardant Chemicals
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Thermal Expansion Canadian Conseil Wood canadienCouncil du bois
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Insulation, Acoustics Canadian Conseil Wood canadienCouncil du bois
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Pressure-Treating Canadian Conseil Wood canadienCouncil du bois
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Pressure-Treating Chemical does not saturate the complete cross
section; minimize field cutting and drilling of holes Many species (e.g. southern pines) readily accept
treatment Others require incising (small cuts or incisions on
all four sides) Modification of modulus of elasticity and bending,
tension and compression parallel to grain must be made
No modification required for pressure-treated lumber without incising
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NDS for Wood Construction
Design Specifications
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NDS for Wood Construction 2012 National Design Specification
(NDS) for Wood Construction All or part of NDS usually incorporated into
the International Building Code (IBC) Integration of new Load and Resistance
Factor Design (LRFD) and traditional Allowable Stress Design (ASD) provisions
NDS Supplement Contains numerical values of design stresses
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Size CategoriesCommercial GradesGrading Structural LumberGrade MarksMachine GradingBasic Design Values
Sizes, Grading
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Sizes of Structural Lumber Dressed lumber
Surfaced to standard net size Net size is less than nominal size Most structural lumber is dressed Dressed on a planing machine for smooth
surfaces and uniform sizes Typically surfaced four sides (S4S) Other finishes include S2S1E – surfaced 2
sides 1 edge
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Sizes of Structural Lumber Rough Sawn
Large timbers are commonly rough sawn Dimensions close to standard net sizes Textured surface Approximately 1/8 in larger than standard
net sizes Full Sawn
Less common Actual size of lumber same as the specified
size
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Sizes of Structural Lumber Consider nominal 8 x 12 member (8 in x
12 in)
DRESSED ROUGHSAWN
FULLSAWN7 ¼ x 11 ¼ in
7-5/8 x 11-5/8 in 8 x 12 in
Standard Dressed Size
Nominal Size Actual Size
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Dressed Lumber
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NDS 2012 Supplement Chapter 3 Section Properties
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Size Categories – Nominal Size Ranges
Boards ¾ to 1-1/2 in thick 2 in and wider
Dimension Lumber 2 to 4 in thick 2 in and wider
Timbers 5 in and thicker 5 in and wider
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Size Categories – Subdivisions Boards
Stress-Rated Board (SRB) Dimension Lumber
Structural Light Framing (SLF) Light Framing Studs Structural Joists and Planks (SJ&P) Decking
Timbers Beams and Stringers (B&S) Posts and Timbers (P&T)
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Size Categories
Name Nominal Thickness
Nominal Width
Examples of Sizes
Light Framing (LF) and
Structural Light Framing
(SLF)
2 to 4 in 2 to 4 in 2 x 2, 2 x 4, 4x4
Structural Joist and Plank
(SJ&P)
2 to 4 in 5 in and wider 2 x 6, 2 x 14, 4 x 10
Stud 2 to 4 in 2 in and wider 2 x 4, 2 x 6, 4 x 6
(lengths 10 ft and shorter)
Decking* 2 to 4 in 4 in and wider 2 x 4, 2 x 8
*stressed about its minor axis
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Size Categories
Name Nominal Thickness
Nominal Width
Examples of Sizes
Beams and Stringers
(B&S)
5 in and thicker
More than 2 in greater than
thickness
6 x 10, 6 x 14,12 x 16
Posts and Timbers (P&T)
5 in and thicker
Not more than 2 in greater
than thickness
6 x 6, 6 x 8, 12 x 14
NDS 2012 Section 4.1.3
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Commercial Grades Vary within various size and use categories Different design values apply to same grade
name in different size categories For example, Select Structural is available in
SLF, SJ&P, B&S, and P&T Lumber grading rules reflect anticipated use
of wood member based on size, but no restriction on actual use Reference design values given for tension,
compression and bending for ALL size categories
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Commercial Grades – Examples Structural Light Framing (SLF)
Select Structural, No. 1 and Better, No. 1, No. 2, No. 3
Light Framing (LF) Construction, Standard, Utility
Stud Stud
Decking Select Decking, Commercial Decking
Beams & Stringers Dense Select Structural, Select Structural, Dense No.
1, No. 1, Dense No. 2, No. 2
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Grading Structural Lumber Majority of sawn lumber is visually
graded
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Grading Structural Lumber Grade stamp includes:
Grade Species or species group Other pertinent information
Stress grade If lumber grade has recognized mechanical
properties for use in structural design, referred to as a “stress grade”
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Grading Structural Lumber More than one set of grading rules can
be used to grade some commercial species groups For example, Douglas Fir-Larch can be
graded under Western Wood Products Association (WWPA) rules or under West Coast Lumber Inspection Bureau (WCLIB) rules
Tables in NDS supplement clearly identify grading rules (e.g. WWPA and/or WCLIB)
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Grade Marks
Lumber Grading Agency (e.g. Western Wood Products Association (WWPA))
Mill number
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Grade Marks
Moisture content at time of surfacing, or condition of seasoning
Lumber Grade
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Grade Marks
S-DRY = “Surface Dry”
S-GRN = “Surface Green”
KD = “Kiln Dried” MC = “Moisture
Content”
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Grade Marks, Moisture Content S-GRN (MC greater than 19 percent at time
manufacture) Assumed to have 19 percent initial moisture content
S-DRY or KD (MC of 19percent or less at time of manufacture) Assumed to have 15 percent initial moisture content
These assumptions appropriate for relatively thin material (i.e., 2 x floor joists and wall plates)
Final moisture content can be taken as equilibrium moisture content (EMC) – between 7 to 14 percent
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Grade Marks
Commercial lumber species (Douglas Fir)
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Grade Marks
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Grade Marks
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Grade Marks HT – heat-treated
Sometimes heat-treated to kill insects for international shipments
Not the same as KD – kiln dried Relatively high temperatures for relatively
short times
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Grade Marks
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Machine Grading Machine evaluation Lumber moves through a machine that
non-destructively tests for a given property of the lumber such as density; other structural properties measured or derived
Typically only used on lumber for which very accurate structural properties needed
Also visually checked
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Machine Grading