Western Lumber Design Values


SECTION CONTENTS
Mechanical Properties Illustrated
About Framing Lumber Design Values
About Adjustments
Section Properties of Framing Lumber
This information is available in the publications Western Lumber Product Use Manual (A) and Western Lumber SizeAdjusted Values (571) which can be ordered or downloaded in Adobe Acrobat (PDF) format.
Design values provided herein are for Western softwood species manufactured and shipped by mills in the 12 contiguous Western states and Alaska. Except as otherwise noted, the values are computed in accordance with ASTM standards based on clearwood tests or on tests of fullsize pieces in specific grades. The applicable standards, based on results of tests conducted in cooperation with the USDA Forest Products Laboratory, are ASTM Standards D 2555 and D 245 for clear woodbased properties, and D 1990 for fullsize test specimens.
The ASTM methods result in stiffness (E) values that are expected to be an average for the grades listed, while compression perpendiculartograin (Fc  ) values are meanbased. Test results for other properties are statistically evaluated per ASTM standards so that the strength levels listed are expected to be exceeded by 95% of the pieces in the various grades and sizes. Standard ASTM reductions have been made to values to account for safety and duration of load.
Mechanical Properties
Lumber strength properties are assigned to five basic properties: fiber stress in bending (Fb), tension paralleltograin (Ft), horizontal shear (Fv), compression paralleltograin (Fc), and compression perpendiculartograin (Fc  ). The modulus of elasticity (E) measures the amount a piece of lumber will deform in proportion to an applied load under elastic range stresses. It is a measure of stiffness and not a strength property.
Extreme fiber stress in bending values are calculated for pieces loaded on the narrow face for Beams & Stringers, and on either the narrow face or wide face for Dimension Lumber. Flatuse adjustments are provided for Beams & Stringers and Dimension Lumber, and deptheffect adjustments are provided for Structural Decking.
Fiber stress in bending values for the various grade classifications of Machine StressRated (MSR) Lumber are based on the correlation of the modulus of rupture (MOR) to the modulus of elasticity (E). Machine output is controlled by testing pieces and adjusting the machines so the assigned Fb value (derived from a 5% exclusion level of MOR) is met after applying the same reduction factors for safety and duration of load as are applied to visually stressgraded lumber in accordance with ASTM Standards D 245 and D 1990. Design values appearing in the MSR Lumber section for Fc and Ft are based on tests of machine stressrated lumber. Fc  and Fv values are the same as assigned by ASTM methods to visually graded No. 2 lumber of the appropriate species, except as noted.
Physical Properties Illustrated
(Figures are in the Information Tables)
Extreme Fiber Stress in Bending  Fb (Fig. 1). When loads are applied, structural members bend, producing tension in the fibers along the faces farthest from the applied load and compression in the fibers along the face nearest to the applied load. These induced stresses in the fibers are designated as "extreme fiber stress in bending" (Fb).
Single Member Fb design values are used in design where the strength of an individual piece, such as a beam, may be solely responsible for carrying a specific design load.
Repetitive Member Fb design values are used in design when three or more loadsharing members, such as joists, rafters, or studs, are spaced no more than 24" apart and are joined by flooring, sheathing, or other loaddistributing elements. Repetitive members are also used where pieces are adjacent, such as decking. The lumber must be of the same size, species and grade or higher to qualify as a repetitive member.
Fiber Stress in Tension  Ft (Fig. 2). Tensile stresses are similar to compression parallel to grain in that they act across the full cross section and tend to stretch the piece. Length does not affect tensile stresses.
Horizontal Shear  Fv (Fig. 3). Horizontal shear stresses tend to slide fibers over each other horizontally and are most predominant in short, heavilyloaded deep beams. Increasing beam cross section decreases shear stresses.
Compression PerpendiculartoGrain  Fc  (Fig. 4). Where a joist, beam, or similar piece of lumber bears on supports, the loads tend to compress the fibers. It is therefore necessary the bearing area is sufficient to prevent sidegrain crushing.
Compression ParalleltoGrain  Fc (Fig. 5). In many parts of a structure, stress grades are used where the loads are supported on the ends of the pieces. Such uses are as studs, posts, columns, and struts. The internal stress induced by this kind of loading is the same across the whole cross section and the fibers are uniformly stressed parallel to, and along the full length of, the piece.
Modulus of Elasticity  E (Fig. 6). The modulus of elasticity (E) is a ratio of the amount a material will deflect in proportion to an applied load.
About Framing Lumber Design Values
Dimension Lumber design values are published as BASE VALUES. BASE VALUES are constants that are applied to each grade in a particular species grouping. BASE VALUES must be adjusted for size, using the size adjustment factors.
Design values for other types of framing lumber are published in a SIZEADJUSTED FORMAT. Any special adjustments follow the appropriate tables of design values.
About Adjustments for Condition of Use
Allowable design values for wood members and connections in particular end uses shall be appropriate for the conditions in which the member is used, taking into account the differences in wood strength properties given the conditions of use. Standard adjustment factors have been provided and are repeated in MSR Lumber section for MSR lumber design values. Consult the National Design Specification for Wood Construction (available from the American Forest & Paper Association) for additional design value adjustments such as temperature, pressurepreservative and fireretardant treatment.
Standard adjustmentfactor checklists are provided after each classification of lumber, to serve as reminders as to when and how to apply adjustments to the numbers in each table of design values.
Section Properties of Framing Lumber
Certain mathematical expressions of the properties of elements of sections are used in computing the values of structural members of various shapes for the various conditions under which they are subjected to stress. The properties of elements of sections of standard sizes of joists, planks, beams, stringers, posts, timbers, and decking are given in the following tables:
NEUTRAL AXIS, x–x in the diagrams, in the cross section of a beam or column in a state of flexure, is the line on which there is neither tension nor compression.
The tables in this section show the properties of the rectangular and square sections of lumber, the neutral axis has been assumed as perpendicular to the depth of the section at its center, the depth "h" being parallel to and in the direction of the application of the force or load.
MOMENT OF INERTIA, I, of the cross section of a beam is the sum of the products of each of its elementary areas by the square of their distance from the neutral axis of the section.
SECTION MODULUS, S, is the moment of inertia divided by the distance from the neutral axis to extreme fiber of the section.
CROSS SECTION is a section taken through the member perpendicular to the longitudinal axis.
Refer to the Literature section for a list of publications referenced above that can be ordered or downloaded.
Information Tables (Note: you need Adobe Acrobat to read the tables, which appear in a new browser window.) 

Lumber Mechanical Properties (prop.pdf)
Western Dimension Lumber Base Values  Table 1 (dvalues.pdf)
Adjustment Factors for Base Values  Tables AC (adjust.pdf)
Size Adjustment Factors
Repetitive Member Adjustment Factors
Duration of Load Adjustment
Horizontal Shear Design Values
Additional Adjustment Factors for Base Values  Tables DG (adjust2.pdf)
Flat Use Factors
Adjustments for Compression Perpendicular to Grain
Wet Use Factors
Incising Factors
Checklist  Adjustments for Dimension Lumber Base Values (dimchk.pdf)
Structural Decking  Tables 2, H (deck.pdf)
Design Values
Adjustments Factors for Depth Effect
Checklist  Adjustments for Structural Decking
Beams & Stringers, Posts & Timbers Design Values  Tables 45 (beam.pdf)
Adjustment Factors for Beams & Stringers, Posts & Timbers Design Values  Tables IK (badjust.pdf)
Wet Use Factors
Size/Depth Effect Adjustment
Flat Use Factors
Checklist  Adjustments for Beams & Stringers, Posts & Timbers Design Values
Section Properties of Western Lumber Planks and Decking  Tables 1112 (plank.pdf)
Section Properties of Western Lumber Joist and Beams  Table 13 (joists.pdf)
While every effort has been made to ensure the accuracy of the Western lumber information included in this Online Technical Guide, WWPA accepts no responsibility for errors or omissions in the information presented herein, or for errors which may occur in downloading and printing any of the files, nor any liability resulting from the use of this information for design and construction applications.
The WWPA Online Technical Guide is copyrighted by Western Wood Products Association in Portland, Oregon. ©