Hemlock Dimensional Stability

Size: px
Start display at page:

Download "Hemlock Dimensional Stability"

Transcription

1 2010 Hemlock Dimensional Stability Test Evaluation Report Research & Development 9Wood, Inc. February 10

2 Abstract: This report analyzes the dimensional stability of Hemlock planks composed of various saw cuts (grain orientation) and relief cut applications. A total of 8 dimensional deviation readings were taken on 40 separate samples. The samples consisted of 10 Flat Grain Hemlock planks, 10 Flat Grain Hemlock planks with relief kerfs, 10 Vertical Grain Hemlock planks, and 10 Vertical Grain Hemlock planks with relief kerfs. The samples were subjected to moisture desorption and absorption to induce dimensional deviation (warp). Results showed that Vertical Grain had the least amount of overall average total dimensional deviation from flat (Bow & Cup combined) with an average inches of deviation over 5.25 inches of wood. Maximum deviation in cup is highly dependent on the type of grain used [p-value<0.01]. Maximum deviation in bow is highly dependent on the use of relief kerfs [p-value<0.01]. 9Wood, Inc. Abstract: ii

3 Table of Contents: Abstract:... ii Introduction:... 1 Literature Review:... 1 Figure 1: Depiction of Springwood and Summerwood. Figure also illustrates the three different grain directions of wood Figure 2: Depiction of the various types of warp... 4 Methodology:... 5 Figure 3: Relative Humidity and Temperature Data Logging Device... 6 Figure 4: Digital Depth Gauge... 6 Figure 5: Mini-Ligno DX Moisture Meter... 6 Figure 6: Depiction of the various Hemlock planks tested... 6 Table 1: Temperature and Relative Humidity of prep area before and after finishing when %MC readings were taken... 7 Figure 7: Depiction of Hemlock plank and labeled measurement markers... 8 Figure 8: Depiction of measurement scale for Deviation in Cup... 8 Figure 9: Depiction of measurement scale for Deviation in Bow... 8 Figure 10: Depiction of the stacked members on the fabricated sawhorse. Notice how the stickers are spaced with 1" blocks to allow the members to freely change in dimension Figure 11: Graph that shows the average change in Moisture Content, Temperature and Relative Humidity during Desorption (Hot/Dry chamber) over Time Figure 12: Graph that shows the average change in Moisture Content, Temperature and Relative Humidity during Absorption (Mockup area) over Time Discussion & Results: Figure 13: Graph that depicts the average deviation in Cup/5.25 for each sample type during acclimatization Figure 14: Graph that depicts the average deviation in Bow/52" for each sample type during acclimatization Figure 15: Graph that shows the overall Average Deviation from Flat (Bow & Cup) for each combination variable during Absorption and Desorption Figure 16: Graph that shows the overall Total Average Deviation from Flat (Bow & Cup Combined) for each combination variable during Absorption and Desorption Table 2: Analysis of variance of all variables and their significance on Maximum Cup (in) Table 3: Analysis of variance of all variables and their significance on Maximum Bow (in) Conclusion: Literature Cited: Appendices Appendix I: Measurement Data (inches) Sorted by Date Appendix II: Moisture Content Log Sorted by Date Appendix III: Statistical Analysis (ANOVA & Histogram) Wood, Inc. Table of Contents: iii

4 Introduction: Wood is highly unique for its physical, mechanical, and anatomical properties. It is an anisotropic, hygroscopic and viscoelastic material; that is, its dimensions are directionally dependent, it has an affinity for water molecules, and it properties exhibit both visco and elastic characteristics when undergoing deformation. Due to these properties, wood dimensional stability can be troublesome to manage unless considerations are made. The hygroscopicity of wood poses the most problems when trying to minimize dimensional change. Through diffusion, wood will come into equilibrium moisture content (EMC) with the surrounding air by absorbing and desorbing water vapor. During this transition, wood will change in dimension causing shrinkage or swelling due to the gain or loss of bound water within the woods cellular structure. However, dimensional change is highly dependent on the woods grain structure hence why wood is anisotropic. Thus, by changing the grain orientation through milling, dimensional changes can be manipulated. This study investigates the dimensional stability of 1 x 6 quarter-sawn (Vertical Grain VG ) and plain-sawn (Flat Grain FG ) Hemlock planks as they are subjected to changes in moisture content. The purpose of the study is to examine the effects of grain orientation and the application of relief kerfs when attempting to minimize warp. The objective of this report is to gain a better understanding on the feasibility of 1 x 6 Hemlock planks in efforts to constantly improve 9Wood s continuous linear systems. Literature Review: A fully saturated piece of wood is considered to be at 100% moisture content. This moisture is detained within the wood in two distinct manners bound water and free water. Bound water is moisture that is molecularly bound to the cellular structure of the wood. Free water, on the other hand, is essentially moisture that is freely held within the cell lumen (the hollow cell cavity). As wood dries, free water in the cell cavities is the first to be drawn from the wood. Once all the free water has been evaporated, wood is considered to be at fiber saturation point (FSP) or roughly 30% moisture content. At this point, any more moisture that is removed can have a substantial effect on dimension change. Shrinkage and swelling are present when any portion of a piece of wood loses or gains moisture below the fiber saturation point. In fact, every 1 percent change in moisture content, below the fiber saturation point, woods dimensions will inherently alter by a factor of one-thirtieth of its total dimensional change (2, 5). As wood changes in dimension, it is subjected to stresses and can become distorted, or strained. Fortunately, wood is viscoelastic, so it can conform to strain produced by shorttime stress below a certain limit (called the proportional limit). Strain below the proportional limit, elastic strain, will substantially disappear when the load is released; thus, avoiding serious damage. However, stress beyond the proportional limit, or stress below the proportional limit applied for long periods of time, produces some strain that does not disappear upon release of 9Wood, Inc. Introduction: 1

5 the load. This permanent strain will cause extensive damage and therefore, it is important to keep shrinking and swelling to a minimum (2, 5). Rules for shrinkage and swelling were characterized in the study held by the Forest Products Laboratory at Oregon State University. In the article, Shrinkage and Swelling of Wood in Use, it lists: Wood shrinks/swells the most in the direction of the annual growth rings (tangentially), less across these rings (radially), and very little, as a rule, along the grain (longitudinally). Formerly, the lesser radial shrinkage as compared with the tangential shrinkage was attributed to the wood rays, which are strips of cells extending inward from the bark. It was thought that these cells did not shrink much in length, and since their length lies in the radial direction, they were believed to oppose radial shrinkage. Now, however, it is known that the structure of the walls of the wood-ray cells permit large shrinkage along their length. The parallel arrangement of the springwood to the summerwood tangentially in the annual rings may account for some of the difference between tangential and radial shrinkage. Summerwood shrinks more tangentially than springwood. Because it is denser and stronger than springwood, the summerwood also forces the springwood to shrink more than it would if it were detached from the two adjoining bands of summerwood. The relative position of the springwood and summerwood, however, does not affect radial shrinkage (refer to Figure 1) Longitudinal Direction Radial Direction Tangential Direction Summerwood Springwood Figure 1: Depiction of Springwood and Summerwood. Figure also illustrates the three different grain directions of wood. Shrinkage not only differs with the three directions of grain, but also differs among species. It varies widely in material cut from the same species and even in material cut from the same tree. 9Wood, Inc. Literature Review: 2

6 In general, the heavier species of wood shrink more across the grain (transversely) than lighter ones. The over-all, or volumetric, shrinkage of wood also generally increases with an increase in specific gravity. Besides causing changes in dimensions, shrinking and swelling frequently have more harmful effects such as checking, warping, case-hardening, and honeycombing. (Information on the cause and minimization of such harmful effects is available in other publications of the Forest Products Laboratory). Since wood shrinks more tangentially than radially, quarter-sawn lumber (Vertical Grain lumber) shrinks less in width but more in-thickness than plain-sawn lumber (Flat Grain lumber). If a quarter-sawn and a plain-sawn board are placed edge to edge in the same panel, one may become thinner than the other with change in moisture content. Furthermore, plain-sawn lumber has a natural tendency to cup as it dries, because the position of the annual growth rings with respect to the two, faces of the board is not the same. Use quarter-sawn lumber if shrinkage across the width of a board is likely to be serious. A floor made from quarter-sawn material develops narrower cracks than one made from plain-sawn material. It should be cognitive; however, that quarter-sawn lumber shrinks more in thickness than plain-sawn lumber does. If a minimum of change in dimensions is highly essential, select a species having low shrinkage, such as eastern white and sugar pine for patterns, and the cedars in general for boat planking. Use a wood of as light weight as will have the necessary strength, because, as a rule, the lighter kinds of wood will not shrink and swell so much as the heavier kinds.(5) Warp in lumber can be defined as any deviation from flatness or straightness. Two of the most significant forms of warp are bow and cup. Cup, or cupping, is defined as the deviation from flatness transversely across the face of the board. Bow is the same type of deviation but in a lengthwise direction from end to end of the member (1). Other sources of warp include crook, twist, diamond, and oval. Bowing and Crook: Tension along the grain may have existed in the outer portion of the tree. In some cases, the tension was so great, that when flitches were cut, they would nearly split from end to end. Other possible explanations are that the longitudinal shrinkage of the sapwood may have been greater than that of the heartwood or that the wood toward the outer part of the tree was less dense and therefore may have had greater longitudinal shrinkage. As a rule, wood of low density shrinks more longitudinally and less transversally than similar wood of higher density (5). If the grain on one side of a board varies more from the longitudinal direction than the grain on the other-side, then the first side will have more transverse shrinkage in the longitudinal direction and the board will become concave on that side. In other words, the direction of bowing and crooking will be the same as that of the grain. Curly grained pieces bow and crook badly (5). 9Wood, Inc. Literature Review: 3

7 Cupping: The primary cause of cupping is the difference between the amount of shrinkage parallel to the growth rings (tangential) and that perpendicular to them (radial). An excellent way to compare the cupping tendencies of different species is to take from a shrinkage table the ratios of tangential to radial shrinkage for those species and then to compare the ratios directly. Since the tangential shrinkage is the greater, the cupping from this cause will usually be toward the sap side of the piece (5). Cupping (predominantly in Flat Grain lumber) can be easily predicted using the shrinkage ratios for a given species. The less difference between shrinkage tangentially (S t ) to the shrinkage radially (S r ), found by using the R/T ratio, will ultimately result in a more dimensional stable piece of lumber. Diamonding and Oval: Diamonding of squares or Oval of cylinders is also caused by the difference in tangential and radial shrinkage, and they too cannot be prevented. Naturally, the diamonding will be greatest for those pieces having growth rings running from corner to corner (5). Twisting: Twisting is mostly a result of other kinds of warp. A difference in bowing of two edges of the same piece or a difference in cupping of the two ends may cause the cocking up of one corner (5). Bow Twist Crook Cup Diamond Figure 2: Depiction of the various types of warp 9Wood, Inc. Literature Review: 4

8 There have been many efforts throughout history to minimize warp and the stresses caused by moisture absorption or desorption. The most controversial attempt is the applica tion of relief kerfs on the face of the board. Kerfs are shallow channels engraved into the face of the board that run the length of the member. Although there is no universally accepted explanation for the purpose of relief kerfs, some say that the kerfs are intended to release stresses in the board that are induced with varying moisture gradients. Others suggest that kerfs were originally intended to relieve effects of casehardening when lumber was dried in older kilns. Some say kerfs applied to floor boards help the members lay flat and hold a portion of the board away from a possible damp underlayment (7). Nonetheless, relief kerfs do alter the grain structure while increasing the surface area of the panel. Thus, unbalancing the member and allowing for more moisture absorption sites. Methodology: 1. Scope 1.1. Measure and record cup and bow (deviation from flat) on 40 various samples [100 2 bd. ft. /91ft ] of solid wood Hemlock planks. 2. Summary of Test Method samples of each cut variation (Flat Grain, Flat Grain with relief kerfs, Vertical Grain, and Vertical Grain with relief kerfs) were cut to the desired dimensions. Initial measurements and defects were recorded prior to the samples being sent through fire rating, and finishing to simulate practical production process applications Samples were then subjected to moisture desorption and absorption. This was achieved by acclimatizing the samples in a hot/dry chamber (average 89 F, 19% RH) to induce moisture desorption. Once acclimatized in the hot/dry chamber, the samples were then exposed to wet conditions (average 51 F, 69% RH) to encourage moisture absorption. During each acclimatization process, the samples were measured daily for member bow, and cup; other deviations in dimension (twist, crook, etc.) were recorded based on a visual appearance. 3. Significance and Use 3.1. This data will help us determine material selection and milling practices for our continuous linear, panelized linear, and grille ceiling/wall systems when 1 x 6 (or greater) members are used. 4. Apparatus 4.1. Mini-Ligno DX moisture meter (Figure 5) 4.2. Digital Depth Caliper (Figure 4) 4.3. Relative humidity gauge recorder placed in Heat Room and Mockup Area (Figure 3) 4.4. Straight edge. 9Wood, Inc. Methodology: 5

9 Figure 3: Relative Humidity and Temperature Data Logging Device Figure 5: Mini-Ligno DX Moisture Meter Figure 4: Digital Depth Gauge 5. Test Specimen 5.1. Solid wood Hemlock planks samples of 1 x 6 x 55 (nominal) FG Hemlock samples of 1 x 6 x 55 (nominal) FG Hemlock with relief kerfs samples of 1 x 6 x 55 (nominal) VG Hemlock samples of 1 x 6 x 55 (nominal) VG Hemlock with relief kerfs Vertical Grain w/kerfs Vertical Grain w/o kerfs Flat Grain w/kerfs Flat Grain w/o kerfs Figure 6: Depiction of the various Hemlock planks tested 6. Sampling 6.1. Constants: Flame stop Vinyl sealer Vinyl top coating (applied to one side only) Wood Species (Hemlock) Dimension of samples (1 x 6 x 55 (nominal)) 9Wood, Inc. Methodology: 6

10 6.2. Variables: Flat Grain Hemlock Flat Grain Hemlock with relief kerfs in backside Vertical Grain Hemlock Vertical Grain Hemlock with relief kerfs in backside 7. Procedure 7.1. Hemlock planks, with and without relief kerfs, were obtained from 9Wood s manufacturing facility and cut into designated dimensions (1 x 6 x 55 nominal) After samples were milled, they were labeled with the grain direction, presence of kerfs, and an ID number for reference. Samples were also marked at the center point for measurement purposes Next, Temperature and Relative Humidity of the prep area (ETO area) was measured and recorded Moisture meter readings were taken with a Mini-Ligno DX moisture meter while on setting 3 and with the long pins installed. Three reading were taken from side A on the panel face (one reading at each end and center of the panel). The readings were then adjusted using the temperature correction chart for the given temperature of the prep area (ETO area) Next, members were sent through the fire-rating and finishing process, simulating a normal production process NOTE: Boards were pre-sealed on both sides and only top-coated on one side (Side B ). By default, kerfed samples were topcoated on the kerfed side Next, moisture content readings were taken to ensure that samples had completely cured after fire rating and finishing applications (these processes can increase apparent MC% of the samples due to their water based solvent curing process). Temperature Relative Humidity Average Adjusted % MC Before Finishing 53.5 F 60% 8% After Finishing 53.4 F 77% 15% Table 1: Temperature and Relative Humidity of prep area before and after finishing when %MC readings were taken 7.7. Base measurements were then recorded along the length (bow) and width (cup) on both sides of the Hemlock members. (Note: measurements ±0.010 was recorded as zero). Members were labeled with the placement of initial measurements to ensure that future measurements were taken from the same spot (see Figure 7) Measurements were based off a positive/negative scale (refer to Figure 8 & Figure 9). Deviation on side A was recorded as a negative (-y). Deviation on side B was recorded as a positive (+y). This was done in efforts to categorize the deviation of warp for each side of the member. 9Wood, Inc. Methodology: 7

11 7.9. Next, members were placed in the hot/dry chamber (Heat Room) and stacked on saw horses with stickers between members to allow for maximum air flow (refer to Figure 10). To prevent stress on members, stickers were fabricated to allow for wood movement. Non-Topcoated Sided (Side A ) Cup 1a Cup 2a Bow 1a Cup 3a Topcoated and/or Kerfed Side of the board (Side B ) Cup 1b Cup 2b Cup 3b Bow 2b Figure 7: Depiction of Hemlock plank and labeled measurement markers Figure 8: Depiction of measurement scale for Deviation in Cup Figure 9: Depiction of measurement scale for Deviation in Bow hours after acclimatization in the hot/dry chamber, each sample board was measured for bow and cup (deviation from flat). Three samples boards from the top, middle, and bottom of the stack were also tested for moisture content and the chamber s climate conditions (relative humidity and temperature) were also recorded Once the samples had reached equilibrium moisture content (EMC), they were removed from the hot/dry chamber and placed into the Mockup area to induce moisture absorption. (Refer to Figure 11 for the change in temperature, relative humidity and moisture content during acclimatization in the hot/dry chamber). 9Wood, Inc. Methodology: 8

12 Figure 10: Depiction of the stacked members on the fabricated sawhorse. Notice how the stickers are spaced with 1" blocks to allow the members to freely change in dimension. Temp ( F) RH (%) MC (%) Temperature (ºF) and Relative Humidity (%) Due to absence, moisture content data was interpolated to obtain a running average Moisture Content (%) 0 0 Figure 11: Graph that shows the average change in Moisture Content, Temperature and Relative Humidity during Desorption (Hot/Dry chamber) over Time. 9Wood, Inc. Methodology: 9

13 7.12. Following the same data collection process, each sample board was measured for deviation in bow and deviation in cup. Three samples boards from the top, middle, and bottom of the stack were also tested for moisture content and the Mockup Area s climate conditions (relative humidity and temperature) were also recorded Once the samples had reached equilibrium moisture content (EMC), the data was analyzed. (Refer to Figure 12 the change in temperature, relative humidity and moisture content during acclimatization in the hot/dry chamber). Temp ( F) RH (%) MC (%) (ºF) and Relative Humidity (%) Temperature Due to absence, moisture content data was interpolated to obtain a running average Moisture Content (%) 0 25 Jan 26 Jan 27 Jan 28 Jan 29 Jan 30 Jan 31 Jan 1 Feb 0 Figure 12: Graph that shows the average change in Moisture Content, Temperature and Relative Humidity during Absorption (Mockup area) over Time Note: All raw data collected during desorption and absorption is listed in Appendix I: Measurement Data (inches) Sorted by Date After testing was complete, statistical analysis was performed to determine the significance of each variable. Grain (or saw cut) and the application of relief kerfs were tested for statistical significance against maximum deviation in both bow and cup by an analysis of variance (ANOVA) Conclusions were drawn from results. 9Wood, Inc. Methodology: 10

14 Discussion & Results: During the acclimatization process, each sample type behaved differently when exposed to moisture desorption and absorption (refer to Figure 13 & Figure 14). The following list characterizes the dimensional deviation of each variable tested (refer to Figure 15, Figure 16, Table 2 and Table 3 for vis ual interpretation of results). Cup: Deviation from Flat (change in dimension / 5.25 ): Grain had the most significant effect on maximum deviation in cup [p-value<0.01] On average, Flat Grain cupped more than Ver tical Grain during acclimatization even when relief kerfs were used The least amount of overall average cup was present in Vertical Grain (average total deviation = inches) The largest amount of overall average cup was found in Flat Grain (average total deviation = inches) The use of relief kerfs in Vertical Grain substantially increased the overall average cup (deviation from flat) by 75%. However, there was no immediate effect on the overall average cup (deviation from flat) in Flat Grain when relief kerfs were used. Bow: Deviation from Flat (change in dimension / 52 ): Relief kerfs had the most significant effect on maximum deviation in bow [p-value<0.01] On average, the use of relief kerfs decreased the overall average bow (deviation from flat) in each grain type. Vertical Grain had an average 39% increase in overall average bow over Vertical Grain with Kerfs and Flat Grain had an average 57% increase in overall average bow over Flat Grain with Kerfs. The least amount of overall average bow was present in Flat Grain with Kerfs (overall average = inches) The largest amount of overall average bow was present in Flat Grain (overall average = inches) Total Deviation from Flat Bow & Cup Comb ined (change in dimension / 5.25 ): Vertical Grain had the least amount of overall total warp (overall average = inches) Flat Grain had the largest amount of total warp (overall average = inches) On average, Vertical Grain showed higher signs of dimensional stability compared to Flat Grain. 9Wood, Inc. Discussion & Results: 11

15 Flat Grain Flat Grain with Kerfs Vertical Grain Vertical Grain with Kerfs Average MC 16.0% Absorption (Mockup Area) 14.0% 12.0% Deviatio n in Cup (in) % 8.0% 6.0% Moisture Content (%) 4.0% Desorption (Heat Room) 2.0% % Figure 13: Graph that depicts the average deviation in Cup/5.25 for each sample type during acclimatization Flat Grain Flat Grain with Kerfs Vertical Grain Vertical Grain with Kerfs Average MC 16.0% Absorption (Mockup Area) 14.0% 12.0% Deviation in Bow (in) % 8.0% 6.0% Moisture Content (%) 4.0% Desorption (Heat Room) 2.0% % Figure 14: Graph that depicts the average deviation in Bow/52" for each sample type during acclimatization. 9Wood, Inc. Discussion & Results: 12

16 Average Bow (Deviation/52") Average Cup (Deviation/5.25") Deviation from Flat (in) Flat Grain Flat Grain with Kerfs Vertical Grain Vertical Grain with Kerfs Figure 15: Graph that shows the overall Average Deviation from Flat (Bow & Cup) for each combination variable during Absorption and Desorption. Total Average (Deviation/5.25") Deviation from Flat (in) Flat Grain Flat Grain with Kerfs Vertical Grain Vertical Grain with Kerfs Figure 16: Graph that shows the overall Total Average Deviation from Flat (Bow & Cup Combined) for each combination variable during Absorption and Desorption. Note: Deviation in Bow for Figure 16 was converted to change in deviation over 5.25 inches in efforts to standardize the total amount of deviation for each sample type. This is done depict which combination variable showed the highest signs of dimensional stability. 9Wood, Inc. Discussion & Results: 13

17 ANOVA Analysis for Maximum Deviation in Cup/5.25 Source Sum of Squares Degrees of Freedom Mean Squares F value p value A: Grain Type 2.31E E B: Relief Kerf 4.61E E AB: Grain Type and Relief Kerf 2.05E E Table 2: Analysis of variance of all variables and their significance on Maximum Cup (in). Note: The ANOVA table decomposes the variability of Maximum Dimensional Deviation (in) into contributions due to various factors. The contribution of each factor was measured having removed the effects of all other factors. Since 2 p-values are less than 0.05, these factors have a statistically significant effect on Maximum Cup (in) at the 95.0% confidence level. ANOVA Analysis for Maximum Deviation in Bow/52 Source Sum of Squares Degrees of Freedom Mean Squares F value p value A: Grain Type 8.05E E B: Relief Kerf 5.71E E < AB: Grain Type and Relief Kerf 4.28E E Table 3: Analysis of variance of all variables and their significance on Maximum Bow (in). Note: Since 2 p-values are less than 0.05, these factors have a statistically significant effect on Maximum Bow (in) at the 95.0% confidence level. **Refer to Appendix III: Statistical Analysis (ANOVA & Histogram) for statistical analysis** These results signify that each variable (grain/saw cut and relief kerfs) have their own unique effect on dimensional stability. If the desire is to minimize cupping, Vertical Grain WITHOUT relief kerfs is the application to use. If the desire is to minimize bow, Flat Grain with relief kerfs is the application to use. However, it is important to balance the cost and benefits of each application. Flat Grain may be a cheaper consideration, but the application of relief kerfs add production costs. For this reason, it may be more beneficial to use Vertical Grain WITHOUT kerfs given the total amount of deviation throughout the whole member (bow and cup combined) is essentially lower than any other grain and relief cut combination. 9Wood, Inc. Discussion & Results: 14

18 Conclusion: Vertical Grain Hemlock members significantly improved dimensional stability with an overall ave rage 40.5% decrease in total dimensional deviation from flat to i ts closest competitor (overall total average dimensional deviation over 5.25 was inches). Vertical Grain members had the least amount of overall average cup w ith an average value across all Vertical Grain members of in ches in deviation from f lat (75% lower than closest competitor). Flat Grain significantly increased the maximum dev iation in cup compared to Vertical Grain [p-value<0.01]. Flat Grain members with relief kerfs had the least amount of overall average bow with an average value across all Flat Grain with relief kerf members of inches in deviation from flat (1.2% lower than its closest competitor). The application of relief kerfs significantly decreased the maximum deviation in bow in both grain types [p-value<0.01]. Note: A confounding variable was created in the test due to the fact that topcoating was only present on one side of the me mber. This may or may not have skewed the res ults and therefore data presented in this test is specifically related to Hemlock members with top coating applied to one side only. 9Wood, Inc. Conclusion: 15

19 Literature Cited: 1. Knight, Edwin. The Causes of Warp in Lumber Seasoning. Western Pine Association. Pages McMillen, J.M. Stresses in Wood Drying. Forest Products Laboratory; U.S. Department of Agriculture, Forest Service. No Revised Seasoning Dimension Stock. United States Department of Agriculture. Forest Service; Forest Products Laboratory. Madison 5, Wisconsin. University of Wisconsin. Revised June Stamm, A. J., and Seborg, R. M. Minimizing Shrinking and Swelling. Forest Products Laboratory. U.S. Department of Agriculture, Forest Service. University of Wisconsin; Madison Wisconsin. R November Torgeson, O. W. Shrinkage and Swelling of Wood in Use. Forest Products Library. Forest Research Laboratory; Oregon State University. August 1957; No. 736 (5) 6. Uneven Coatings on Wood Cause Warping. Forest Products Laboratory; U.S. Department of Agriculture, Forest Service. Madison 5, Wisconsin. Technical Note number D-12. Revised December Woodweb Online Forum. Wood web.com. Why is Wood Flooring Kerfed on the Bottom Face? 11/17/2009 < Bottom_Face.html> 9Wood, Inc. Literature Cited: 16

20 9Wood, Inc. Appendices Copy of Test Data and Statistical Analysis Test Evaluation Report Research & Development January 10 9Wood, Inc. Appendices: 17

21 Appendix I: Measurement Data (inches) Sorted by Date 9Wood, Inc. Appendices: 18

22 9Wood, Inc. Appendices: 19

23 9Wood, Inc. Appendices: 20

24 9Wood, Inc. Appendices: 21

25 9Wood, Inc. Appendices: 22

26 9Wood, Inc. Appendices: 23

27 9Wood, Inc. Appendices: 24

28 Appendix II: Moisture Content Log Sorted by Date 9Wood, Inc. Appendices: 25

29 9Wood, Inc. Appendices: 26

30 Appendix III: Statistical Analysis (ANOVA & Histogram) Maximum Deviation in Cup: Design-Expert Software Max Cup Normal Plot of Residuals Color points by value of Max Cup: Normal % Probability Internally Studentized Residuals Design-Expert Software Max Cup Design Points X1 = A: Grain X2 = B: Relief Interaction B: Relief B1 Yes B2 No 0.02 Max Cup FG VG A: Grain 9Wood, Inc. Appendices: 27

31 Maximum Deviation in Bow: Design-Expert Software Max Bow Normal Plot of Residuals Color points by value of Max Bow: Normal % Probability Internally Studentized Residuals Design-Expert Software Max Bow Design Points X1 = A: Grain X2 = B: Relief 0.2 Interaction B: Relief B1 Yes B2 No 0.15 Max Bow FG VG A: Grain 9Wood, Inc. Appendices: 28

32 Descriptive Statistics: Histogram Plots: 35 Flat Grain Histogram of Frequency Wood, Inc. Appendices: 29

33 70 Flat Grain with Relief Kerfs Histogram of Frequency Vertical Grain Histogram of Frequency Wood, Inc. Appendices: 30

34 80 Vertical Grain with Relief Kerfs Histogram of Frequency Wood, Inc. Appendices: 31

Redwood. Redwood Empire. The Environmental Advice A Division of Pacific States Industries, Inc.

Redwood. Redwood Empire. The Environmental Advice A Division of Pacific States Industries, Inc. Redwood The Environmental Advice Redwood Empire A Division of Pacific States Industries, Inc. 1-800-862-4657 www.buyredwood.com Dimensional Stability of California Redwood Redwood is much less subject

More information

Wood and Moisture Relationships

Wood and Moisture Relationships Wood and Moisture Relationships J.E. Reeb Even after being dried, solid wood products shrink and swell as they lose or gain moisture. Loss or gain of moisture also may interfere with paint adhesion and

More information

Kiln-drying different thicknesses of southern pine lumber

Kiln-drying different thicknesses of southern pine lumber Louisiana State University LSU Digital Commons LSU Agricultural Experiment Station Reports LSU AgCenter 1969 Kiln-drying different thicknesses of southern pine lumber William C. Hopkins Follow this and

More information

Techniques For Equalizing And Conditioning Lumber

Techniques For Equalizing And Conditioning Lumber No. 65 November, 1992 Techniques For Equalizing And Conditioning Lumber When drying lumber that will be used in furniture, cabinets, millwork, and the like, the final two steps of the drying process are

More information

Even after being dried, solid wood

Even after being dried, solid wood EM 8600 June 1995 $1.00 Wood and Moisture Relationships J.E. Reeb Even after being dried, solid wood products shrink and swell as they lose or gain moisture. Loss or gain of moisture also may interfere

More information

information sheet Structural Materials

information sheet Structural Materials information sheet Structural Materials Sawn Timber Manufacture Conversion into sawn timber The information provided below has been taken from the New Zealand Timber Design Guide 2007, published by the

More information

Small-Scale Lumber Drying

Small-Scale Lumber Drying Small-Scale Lumber Drying Lumber Drying: How & Why Adding value to sawn lumber Tree School March 24 th, 2012 Scott Leavengood Oregon Wood Innovation Center Oregon State University Outline Small-Scale Scale

More information

ONE HUNDRED PERCENT CHECK OF MOISTURE CONTENT IN DRY LUMBER. By Joe Grist, Dry Kiln Superintendent Collins Pine Company, Chester, California

ONE HUNDRED PERCENT CHECK OF MOISTURE CONTENT IN DRY LUMBER. By Joe Grist, Dry Kiln Superintendent Collins Pine Company, Chester, California ONE HUNDRED PERCENT CHECK OF MOISTURE CONTENT IN DRY LUMBER By Joe Grist, Dry Kiln Superintendent Collins Pine Company, Chester, California At Collins Pine Company we are now making a 100% moisture content

More information

DIMENSIONAL CHANGES IN KILN-DRIED SOFTWOOD LUMBER AFTER SURFACING AND DURING STORAGE

DIMENSIONAL CHANGES IN KILN-DRIED SOFTWOOD LUMBER AFTER SURFACING AND DURING STORAGE U. S. DEPARTMENT OF AGRICULTURE FOREST SERVICE FOREST PRODUCTS LABORATORY In Cooperation with the University of Wisconsin MADISON, WIS. U. S. FOREST SERVICE RESEARCH NOTE FPL-0144 SEPTEMBER 1966 DIMENSIONAL

More information

EFFECT OF TIMBER DRYING TEMPERATURE ON SUBSEQUENT MOISTURE AND DIMENSIONAL CHANGES

EFFECT OF TIMBER DRYING TEMPERATURE ON SUBSEQUENT MOISTURE AND DIMENSIONAL CHANGES No. 0 EFFECT OF TIMBER DRYING TEMPERATURE ON SUBSEQUENT MOISTURE AND DIMENSIONAL CHANGES J. A. KININMONTH (Forest Research Institute, New Zealand Forest Service, Rotorua) (Received for publication 7 October

More information

The listed reference design values are for visually graded dimension lumber 2-4 inches thick

The listed reference design values are for visually graded dimension lumber 2-4 inches thick The listed reference design values are for visually graded dimension lumber 2-4 inches thick Species/ grade Bending Tension parallel Design values in pounds per square inch (psi) Shear Compression Compression

More information

BOWING IN ROOF JOISTS INDUCED BY MOISTURE GRADIENTS AND SLOPE OF GRAIN

BOWING IN ROOF JOISTS INDUCED BY MOISTURE GRADIENTS AND SLOPE OF GRAIN BOWING IN ROOF JOISTS INDUCED BY MOISTURE GRADIENTS AND SLOPE OF GRAIN USDA FOREST SERVICE RESEARCH PAPER FPL 262 1975 U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE FOREST PRODUCTS LABORATORY MADISON,

More information

UNDERSTANDING THE POST-KILN WARP INSTABILITY OF LUMBER

UNDERSTANDING THE POST-KILN WARP INSTABILITY OF LUMBER UNDERSTANDING THE POST-KILN WARP INSTABILITY OF LUMBER Mark Stanish Weyerhaeuser Company Tacoma, WA Introduction Lumber and wood products continue to shrink, swell, and warp after kiln drying as a result

More information

DETERMINATION OF INTERNAL MOISTURE TRANSPORT AND SURFACE EMISSION COEFFICIENTS FOR EASTERN WHITE PINE. Hwanmyeong Yeo. Chang-Deuk Eom.

DETERMINATION OF INTERNAL MOISTURE TRANSPORT AND SURFACE EMISSION COEFFICIENTS FOR EASTERN WHITE PINE. Hwanmyeong Yeo. Chang-Deuk Eom. DETERMINATION OF INTERNAL MOISTURE TRANSPORT AND SURFACE EMISSION COEFFICIENTS FOR EASTERN WHITE PINE Hwanmyeong Yeo Assistant Professor Chang-Deuk Eom Graduate Research Assistant Yeonjung Han Graduate

More information

Determining the manufactured moisture content of installed flooring. By Bill Zoetvelt and Craig DeWitt, Ph.D., PE

Determining the manufactured moisture content of installed flooring. By Bill Zoetvelt and Craig DeWitt, Ph.D., PE Determining the manufactured moisture content of installed flooring By Bill Zoetvelt and Craig DeWitt, Ph.D., PE One of the more common issues or complaints with hardwood flooring is gaps. Gaps occur for

More information

Determination and use of moisture diffusion coefficient to characterize drying of northern red oak (Quercus rubra) *

Determination and use of moisture diffusion coefficient to characterize drying of northern red oak (Quercus rubra) * Wood Sci. Technol. 27:409-420 (1993) Wood Science and Technology Springer-Verlag 1993 Determination and use of moisture diffusion coefficient to characterize drying of northern red oak (Quercus rubra)

More information

Evaluating Shrinkage of Wood Propellers in a High-Temperature Environment

Evaluating Shrinkage of Wood Propellers in a High-Temperature Environment United States Department of Agriculture Forest Service Forest Products Laboratory Research Note FPL RN 0309 Evaluating Shrinkage of Wood Propellers in a High-Temperature Environment Richard Bergman Robert

More information

Chapter 1. Basic Wood Properties

Chapter 1. Basic Wood Properties Chapter 1. Basic Wood Properties Moisture Content 2 Formulas 2 Moisture content on an oven-dry basis (MCod) Moisture content on a wet or original basis (MCw) Conversion Between MCod and MCw 2 Fiber Saturation

More information

Lumber Drying Processes and Techniques

Lumber Drying Processes and Techniques Lumber Drying Processes and Techniques Daniel Cassens Professor of Forest Products Purdue University West Lafayette, IN 765-494-3644 dcassens@purdue.edu Reasons for Drying Wood Strength Weight Preservation

More information

Product certification HEAT-TREATED TIMBER TR

Product certification HEAT-TREATED TIMBER TR Product certification HEAT-TREATED TIMBER 2 (13) CONTENTS 1 General..... 3 2 Initial testing... 3 3 Inspection visits and external product testing... 4 4 Requirements for quality assurance... 4 4.1 Description

More information

Cell Orientation. Hardwoods and Softwoods. Layers of the Cell Wall. AGENDA and OBJECTIVES. Two cell orientations. Wood Behavior And Drying Methods

Cell Orientation. Hardwoods and Softwoods. Layers of the Cell Wall. AGENDA and OBJECTIVES. Two cell orientations. Wood Behavior And Drying Methods Wood Behavior And Drying Methods Tree School Clackamas Community College Oregon City, OR March 21, 2015 Jim Reeb Extension Forestry and Natural Resources Clatsop, Lincoln & Tillamook Extension Jim.Reeb@oregonstate.edu

More information

PROCESS FOR RAPID CONVERSION OF RED OAK LOGS TO DRY LUMBER*

PROCESS FOR RAPID CONVERSION OF RED OAK LOGS TO DRY LUMBER* PROCESS FOR RAPID CONVERSION OF RED OAK LOGS TO DRY LUMBER* William T. Simpson Forest Products Laboratory Madison, Wisconsin Lumber is traditionally dried by processes that often take several weeks or

More information

Moisture Content Specific Gravity Relationships for Clear Southern Pine

Moisture Content Specific Gravity Relationships for Clear Southern Pine In: Gopu, Vijaya K.A., ed. Proceedings of the international wood engineering conference; 1996 October 28-31; New Orleans, LA. Baton Rouge, LA: Louisiana State University: Vol. 2: 536-542 Moisture Content

More information

Grouping Tropical Wood Species for Kiln Drying

Grouping Tropical Wood Species for Kiln Drying United States Department of Agriculture Forest Service Forest Products Laboratory Research Note FPL-RN-0256 Grouping Tropical Wood Species for Kiln Drying William T. Simpson Charlie K. Baah Abstract The

More information

New Hampshire Native Lumber Law RSA 434-: Self Study Booklet

New Hampshire Native Lumber Law RSA 434-: Self Study Booklet New Hampshire Native Lumber Law RSA 434-:59-61 Self Study Booklet Issued by: UNH Cooperative Extension 210 Nesmith Hall, 131 Main St. Durham, NH 03857 Contact: Forestry Information Center 1-800-444-8978

More information

REDUCE DRYING TIMES AND MEET MOISTURE-CONTENT REQUIREMENTS WITH ASPEN DIMENSION LUMBER

REDUCE DRYING TIMES AND MEET MOISTURE-CONTENT REQUIREMENTS WITH ASPEN DIMENSION LUMBER REDUCE DRYING TIMES AND MEET MOISTURE-CONTENT REQUIREMENTS WITH ASPEN DIMENSION LUMBER J. F. G. Mackay Western Forest Products Laborat ory Vancouver, British Columbia Introduction Large volumes of trembling

More information

DEFINE CONCEPT 1: WOOD IS HYGROSCOPIC. Author: Michele Vanderlip

DEFINE CONCEPT 1: WOOD IS HYGROSCOPIC. Author: Michele Vanderlip Author: Michele Vanderlip Whether you are a string player or luthier, whether consciously or not, much of your career involves reacting to changes in instruments because of atmospheric fluctuations, particularly

More information

A WOOD-SENSING ELEMENT FOR TENSION-TYPE HYDROSTATS USED IN NEAP-SATURATION HUMIDITIES

A WOOD-SENSING ELEMENT FOR TENSION-TYPE HYDROSTATS USED IN NEAP-SATURATION HUMIDITIES A WOOD-SENSING ELEMENT FOR TENSION-TYPE HYDROSTATS USED IN NEAP-SATURATION HUMIDITIES March 1955 \srapt... No. 2026 AUG 30 1955 UNITED STSIMPART1VSIENDFI'CIRICULTURE FOREST PRODUCTS LABORATORY Madison

More information

AN OPTIMIZATION TECHNIQUE TO DETERMINE RED OAK SURFACE AND INTERNAL MOISTURE TRANSFER COEFFICIENTS DURING DRYING William T. Simpson. Jen Y.

AN OPTIMIZATION TECHNIQUE TO DETERMINE RED OAK SURFACE AND INTERNAL MOISTURE TRANSFER COEFFICIENTS DURING DRYING William T. Simpson. Jen Y. AN OPTIMIZATION TECHNIQUE TO DETERMINE RED OAK SURFACE AND INTERNAL MOISTURE TRANSFER COEFFICIENTS DURING DRYING William T. Simpson Research Forest Products Technologist and Jen Y. Liu Research General

More information

VIII HEATING PATES FOR LOGS, PUTS, AND FLITCHES TO IBE CUT INTO VENEER. June No UNITED SLATES DEPARTMENT OF AGRICULTURE FOREST SERVICE

VIII HEATING PATES FOR LOGS, PUTS, AND FLITCHES TO IBE CUT INTO VENEER. June No UNITED SLATES DEPARTMENT OF AGRICULTURE FOREST SERVICE HEATING PATES FOR LOGS, PUTS, AND FLITCHES TO IBE CUT INTO VENEER June 1959 No 214.9 VIII 11 Irl1111111111111111111111 No1111111111111111[1111[Nwilin1n_ FOREST PRODUCTS LABORATORY MADISON 5. WISCONSIN

More information

Evaluation of Mixed Hardwood Studs Manufactured By the Saw-Dry-Rip (SDR) Process

Evaluation of Mixed Hardwood Studs Manufactured By the Saw-Dry-Rip (SDR) Process United States Department of Agriculture Forest Service Forest Products Laboratory Research Note FPL-0249 March 1985 Evaluation of Mixed Hardwood Studs Manufactured By the Saw-Dry-Rip (SDR) Process Robert

More information

WILLIAM L. JAMES, Physicist 1 Forest Products Laboratory, Forest Service U.S. Department of Agriculture

WILLIAM L. JAMES, Physicist 1 Forest Products Laboratory, Forest Service U.S. Department of Agriculture Summary This Research Note presents species correction data for use with electric moisture meters in measuring the moisture content of five wood species grown in Hawaii, namely: saligna and robusta eucalyptus

More information

MODELING THE HEMLOCK DRYING PROCESS

MODELING THE HEMLOCK DRYING PROCESS MODELING THE HEMLOCK DRYING PROCESS Mike Milota and Adin Berberović Oregon State University Corvallis, Oregon Simulation of a process can reduce the need for experiments or trials. Simulations can also

More information

CH. 9 WOOD CONSTRUCTION

CH. 9 WOOD CONSTRUCTION CH. 9 WOOD CONSTRUCTION PROPERTIES OF STRUCTURAL LUMBER Grading Load carrying capacity effected by: - Size and number of knots, splits & other defects - Direction of grain - Specific gravity of wood Grading

More information

Air and Solar Drying of Hardwood Lumber

Air and Solar Drying of Hardwood Lumber Air and Solar Drying of Hardwood Lumber By Jesse A. Randall Wood from midwest hardwoods is prized around the globe for a variety of construction and decorative uses. Using local hardwood lumber may offer

More information

Robert Pepliński Bydgoskie Zakłady Sklejek Sklejka-Multi S.A., Bydgoszcz, Poland

Robert Pepliński Bydgoskie Zakłady Sklejek Sklejka-Multi S.A., Bydgoszcz, Poland 53 (3): 2008 99-110 EFFECTS OF THE INITIAL MOISTURE CONTENT VARIATION OF BEECH (FAGUS SYLVATICA L.) VENEER ON ITS WAVINESS AND THE MOISTURE CONTENT DISTRIBUTION AFTER DRYING Robert Pepliński Bydgoskie

More information

Moisture Gradient as Loading of Curved Timber Beams

Moisture Gradient as Loading of Curved Timber Beams 0 20 40 60 80 100 120 140 160 Moisture Gradient as Loading of Curved Timber Beams Alpo RANTA-MAUNUS Research professor VTT Building and Transport Espoo, Finland Alpo Ranta-Maunus, born 1944, received his

More information

Conditioning Stress Development and Factors That Influence the Prong Test

Conditioning Stress Development and Factors That Influence the Prong Test United States Department of Agriculture Forest Service Forest Products Laboratory Research Paper FPL RP 537 Conditioning Stress Development and Factors That Influence the Prong Test James Fuller Abstract

More information

How Planer Settings Affect Timber Properties

How Planer Settings Affect Timber Properties How Planer Settings Affect Timber Properties Ann Axelsson There are different reasons for planing timber. One is to adjust the crosssectional dimensions of thickness and width. Another is to adjust the

More information

EFFECTS OF ELEVATED AND HIGH-TEMPERATURE SCHEDULES ON WARP IN SOUTHERN YELLOW PINE LUMBER

EFFECTS OF ELEVATED AND HIGH-TEMPERATURE SCHEDULES ON WARP IN SOUTHERN YELLOW PINE LUMBER EFFECTS OF ELEVATED AND HIGH-TEMPERATURE SCHEDULES ON WARP IN SOUTHERN YELLOW PINE LUMBER Qinglin Wu W. Ramsay Smith Louisiana State University Baton Rouge, Louisiana Abstract One hundred and ninety-two

More information

IMPROVE LUMBER DRYING PROGRAM

IMPROVE LUMBER DRYING PROGRAM IMPROVE LUMBER DRYING PROGRAM Jeanne D. Danielson Forest Products Laboratory' Madison, Wisconsin IMPROVE is a package of tools under development to measure and improve processing efficiency and product

More information

Background. Moisture content, causes of distortion and its problems. Robert Kliger. Steel and Timber Structures Chalmers University of Technology

Background. Moisture content, causes of distortion and its problems. Robert Kliger. Steel and Timber Structures Chalmers University of Technology Moisture content, causes of distortion and its problems Robert Kliger Magnus Bäckström, Marie Johansson Steel and Timber Structures Chalmers University of Technology Background http://www.traguiden.se

More information

High-Temperature Drying Of 7/4 Yellow- Poplar Flitches For S-D-R Studs

High-Temperature Drying Of 7/4 Yellow- Poplar Flitches For S-D-R Studs United States Department of Agriculture Forest Service Forest Products Laboratory Research Paper FPL 365 February, 1980 High-Temperature Drying Of 7/4 Yellow- Poplar Flitches For S-D-R Studs Abstract Yellow-poplar

More information

I PRESENCE OF TENSION WOOD IN MAIHOGANY IN REIATION TO IteNGITUDINAL SliRINICAGE. Information Reviewed and Reaffirmed.

I PRESENCE OF TENSION WOOD IN MAIHOGANY IN REIATION TO IteNGITUDINAL SliRINICAGE. Information Reviewed and Reaffirmed. PRESENCE OF TENSION WOOD IN MAIHOGANY IN REIATION TO IteNGITUDINAL SliRINICAGE Information Reviewed and Reaffirmed March 1956 No. ID1763 I -11111111141 F111111111[11111111111 pro1111.111111111piiimilli,

More information

DIMENSIONAL STABILITY OF WOOD IN PRESENCE OF WATER

DIMENSIONAL STABILITY OF WOOD IN PRESENCE OF WATER Integrity, Reliability and Failure of Mechanical Systems PAPER REF: 454 DIMENSIONAL STABILITY OF WOOD IN PRESENCE OF WATER Débora Ferreira 1(*), Cristiana Pinto 1, Paula Borges 1, Elza Fonseca 1 1 Polytechnic

More information

ThermoWood. Main Properties. Updated / PVäät

ThermoWood. Main Properties. Updated / PVäät ThermoWood Main Properties Updated 1.3.2011 / PVäät Thermowood main properties 2 Property Equilibrium moisture content (EMC) Description Due to changes in cellular structure, wood s ability to absorb water

More information

Maximum Compression Ratios of Softwoods Produced in Eastern Canada

Maximum Compression Ratios of Softwoods Produced in Eastern Canada Maximum Compression Ratios of Softwoods Produced in Eastern Canada Summary Meng Gong Research Scientist and Adjunct Professor Wood Science and Technology Centre, University of New Brunswick Fredericton,

More information

Laminated Decking and Flooring Products from MPB Infested Wood

Laminated Decking and Flooring Products from MPB Infested Wood Canadian Forest Products Ltd. 20 Braid Street New Westminster, BC V3L 5M2 Department of Wood Science University of BC 2424 Main Mall Vancouver BC Canada Laminated Decking and Flooring Products from MPB

More information

Dimensional Changes In Structural Glued Laminated Timber

Dimensional Changes In Structural Glued Laminated Timber T E C H N I C A L N O T E Dimensional Changes In Structural Glued Laminated Timber Number EWS Y260 October 1998 Introduction Dimensional changes in the length, depth and width of structural glued laminated

More information

USING A RESISTANCE-TYPE WOOD MOISTURE METER TO APPRAISE DECAY HAZARD

USING A RESISTANCE-TYPE WOOD MOISTURE METER TO APPRAISE DECAY HAZARD USING A RESISTANCE-TYPE WOOD MOISTURE METER TO APPRAISE DECAY HAZARD April 1959 INFr No. 2147 19G5. FOREST PRODUCTS LABORATuRY MADISON 5 WISCONSIN UNITED STATES DEPARTMENT OF AGRICULTURE FOREST SERVICE

More information

ON SEASONED MAUER MEST PRODUCTS LIBRAR FOREST RESEARCH LABOR SOME EFFECTS OF MIRAGE OREGON STATE UNIVERSIT. Information Reviewed and Reaffirmed

ON SEASONED MAUER MEST PRODUCTS LIBRAR FOREST RESEARCH LABOR SOME EFFECTS OF MIRAGE OREGON STATE UNIVERSIT. Information Reviewed and Reaffirmed MEST PRODUCTS LIBRAR FOREST RESEARCH LABOR SOME EFFECTS OF MIRAGE OREGON STATE UNIVERSIT ON SEASONED MAUER Information Reviewed and Reaffirmed December 1959 No. 171 1111111111111 FUN 111111111111111111111C

More information

DETERMINING WET TARGET SIZE EXAMPLE FOR 36MM PATULA BOARD THICKNESS

DETERMINING WET TARGET SIZE EXAMPLE FOR 36MM PATULA BOARD THICKNESS DETERMINING WET TARGET SIZE EXAMPLE FOR 36MM PATULA BOARD THICKNESS WHAT ARE YOU AIMING AT? If you aim at nothing, you ll hit it every time. -Zig Ziglar Sawmilling is a business Aim to increase profit

More information

EFFECTS OF DIFFUSION TIME AND KILN DRYING ON BORATE RETENTION IN COTTONWOOD LUMBER

EFFECTS OF DIFFUSION TIME AND KILN DRYING ON BORATE RETENTION IN COTTONWOOD LUMBER EFFECTS OF DIFFUSION TIME AND KILN DRYING ON BORATE RETENTION IN COTTONWOOD LUMBER Peter Y. S. Chen, Yanming Guo, and Robert E. Bodkin USDA Forest Service North Central Forest Experiment Station Carbondale,

More information

The Structure of Wood

The Structure of Wood WOOD Wood Wood is the oldest and still most widely used of structural materials. In the 17th and 18th centuries the demand for wood is so great that much of Europe was deforested. Today, about 10 9 tons

More information

Determining Paint Adhesion to Wood Using a Uniform Double-Cantilever Beam Technique

Determining Paint Adhesion to Wood Using a Uniform Double-Cantilever Beam Technique Mark Knaebe 1 and R. Sam Williams 1 Determining Paint Adhesion to Wood Using a Uniform Double-Cantilever Beam Technique REFERENCE: Knaebe, M. and Williams, R. S., Determining Paint Adhesion to Wood Using

More information

Kiln Drying of 5/4 Alpine Fir Lumber

Kiln Drying of 5/4 Alpine Fir Lumber Forintek Canada Corp. Western Division 2665 East Mall Vancouver, BC V6T 1W5 Kiln Drying of 5/4 Alpine Fir Lumber by Luiz C. Oliveira Group Leader - Drying Group Lumber Manufacturing Prepared for 2665 East

More information

Quality of Life and Management of Living Resources

Quality of Life and Management of Living Resources Quality of Life and Management of Living Resources Measures for improving quality and shape stability of sawn softwood timber during drying and under service conditions STRAIGHT Key Action 5: Sustainable

More information

IMPROVING SAWING ACCURACY DOES HELP

IMPROVING SAWING ACCURACY DOES HELP IMPROVING SAWING ACCURACY DOES HELP RESEARCH PAPER FPL 320 U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE FOREST PRODUCTS LABORATORY MADISON, WIS. 1979 Abstract The relation of sawing accuracy to lumber

More information

Yield of 2 by 4 red oak stress-graded dimension lumber from factory-grade logs

Yield of 2 by 4 red oak stress-graded dimension lumber from factory-grade logs Yield of 2 by 4 red oak stress-graded dimension lumber from factory-grade logs Kent A. McDonald James W. Whipple Abstract Efficient conversion of red oak logs to structural dimension lumber depends on

More information

THE EFFECT OF ANNUAL RING MICRO-CHARACTERISTICS ON WOOD PROPERTIES

THE EFFECT OF ANNUAL RING MICRO-CHARACTERISTICS ON WOOD PROPERTIES THE EFFECT OF ANNUAL RING MICRO-CHARACTERISTICS ON WOOD PROPERTIES M. D. McKimmy College of Forestry Oregon State University Corvallis, Oregon Wood technologists have known for a long time that variations

More information

CHANGE OF GRADE AND VOLUME OF DOUGLAS-FIR SHOP AND BETTER LUMBER DURING KILN DRYING. W. Y. Pong and Harvey H. Smith, Forest Products Technologists

CHANGE OF GRADE AND VOLUME OF DOUGLAS-FIR SHOP AND BETTER LUMBER DURING KILN DRYING. W. Y. Pong and Harvey H. Smith, Forest Products Technologists CHANGE OF GRADE AND VOLUME OF DOUGLAS-FIR SHOP AND BETTER LUMBER DURING KILN DRYING By W. Y. Pong and Harvey H. Smith, Forest Products Technologists Contents Page Procedure 1 Data Processing 4 Results

More information

DRYING VARIABLES AFFECTING DRYING RATE AND MOISTURE CONTENT DISTRIBUTION IN WESTERN HEMLOCK

DRYING VARIABLES AFFECTING DRYING RATE AND MOISTURE CONTENT DISTRIBUTION IN WESTERN HEMLOCK DRYING VARIABLES AFFECTING DRYING RATE AND MOISTURE CONTENT DISTRIBUTION IN WESTERN HEMLOCK Phil Mitchell and Kurt Bigbee Weyerhaeuser Company Tacoma, WA For a dry kiln to be operated in a highly productive

More information

Drying Hardwood Lumber

Drying Hardwood Lumber United States Department of Agriculture Forest Service Forest Products Laboratory General Technical Report FPL GTR 118 Drying Hardwood Lumber Joseph Denig Eugene M. Wengert William T. Simpson Abstract

More information

Problems and Prospects in Drying California Hardwoods for High Quality Usage by Eric L. Ellwood

Problems and Prospects in Drying California Hardwoods for High Quality Usage by Eric L. Ellwood Problems and Prospects in Drying California Hardwoods for High Quality Usage by Eric L. Ellwood INTRODUCTION Although softwood production and potential in California dwarfs that of timber tree hardwoods,

More information

A QUANTITATIVE INVESTIGATION OF TRIM LOSS CAUSED BY KILN DRYING

A QUANTITATIVE INVESTIGATION OF TRIM LOSS CAUSED BY KILN DRYING A QUANTITATIVE INVESTIGATION OF TRIM LOSS CAUSED BY KILN DRYING Sita Warren H.A. Simons Ltd. Vancouver, BC INTRODUCTION This paper will present data collected from a study conducted at an interior mill

More information

SURFACE TEMPERATURE AS AN INDICATOR OF WOOD MOISTURE CONTENT DURING DRYING

SURFACE TEMPERATURE AS AN INDICATOR OF WOOD MOISTURE CONTENT DURING DRYING SURFACE TEMPERATURE AS AN INDICATOR OF WOOD MOISTURE CONTENT DURING DRYING Dr. David P. Lowery. Wood Technologist U. S. Forest Service Intermountain Forest and Range Experiment Station Missoula, Montana

More information

SEASONING, STORAGE, AND HANDLING Of SHIP PLANKING AND DECKING: SUGGESTIONS TO SHIP AND 130ATEUILDERS

SEASONING, STORAGE, AND HANDLING Of SHIP PLANKING AND DECKING: SUGGESTIONS TO SHIP AND 130ATEUILDERS AGRICIrE ROOM SEASONING, STORAGE, AND HANDLING Of SHIP PLANKING AND DECKING: SUGGESTIONS TO SHIP AND 130ATEUILDERS October 1945 No. 81606 UNITED STATES DEPARTMENT OF AGRICULTURE,FOREST SERVICE LFOREST

More information

Maderas. Ciencia y Tecnología ISSN: Universidad del Bío Bío Chile

Maderas. Ciencia y Tecnología ISSN: Universidad del Bío Bío Chile Maderas. Ciencia y Tecnología ISSN: 0717-3644 ananias@ubiobio.cl Universidad del Bío Bío Chile Tarvainen, V.; Ranta-Maunus, A.; Hanhijärvi, A.; Forsén, H. The effect of drying and storage conditions on

More information

Improving the stability of structural timber

Improving the stability of structural timber Processing / Products No. 5 Twist is the dominant form of distortion in fast-grown Sitka spruce. In excess of 35% of material may be downgraded on drying from 20% m.c. to 12% m.c. due to warp. Improving

More information

Linnaeus University. Access to the published version may require subscription.

Linnaeus University. Access to the published version may require subscription. Linnaeus University This is an accepted version of a paper published in Holz als Roh- und Werkstoff. This paper has been peer-reviewed but does not include the final publisher proof-corrections or journal

More information

THE STRUCTURE OF WOOD IN RELATION TO DRYING

THE STRUCTURE OF WOOD IN RELATION TO DRYING THE STRUCTURE OF WOOD IN RELATION TO DRYING Les Jozsa Luiz Oliveira Wood Resource Scientist Wood Drying Scientist Forintek Canada Corporation Vancover, BC INTRODUCTION Although a large number of technical

More information

Chapter 7 I-Joists and Headers. Brian K. Brashaw Program Director, Natural Resources Research Institute, University of Minnesota Duluth

Chapter 7 I-Joists and Headers. Brian K. Brashaw Program Director, Natural Resources Research Institute, University of Minnesota Duluth Chapter 7 I-Joists and Headers Brian K. Brashaw Program Director, Natural Resources Research Institute, University of Minnesota Duluth Robert J. Ross Project Leader, USDA Forest Products Laboratory P refabricated

More information

NZQA registered unit standard 738 version 5 Page 1 of 7

NZQA registered unit standard 738 version 5 Page 1 of 7 Page 1 of 7 Title Kiln dry timber Level 4 Credits 25 Purpose People credited with this unit standard are able to: demonstrate knowledge of kiln drying operations; demonstrate knowledge of dry and wet bulb

More information

PRINCIPLES AND DEVICES FOR CONTROLLING THE DRYING OF LUMBER

PRINCIPLES AND DEVICES FOR CONTROLLING THE DRYING OF LUMBER PRINCIPLES AND DEVICES FOR CONTROLLING THE DRYING OF LUMBER Stewart Holmes Drying Solutions' Corvallis, Oregon It seems like almost everyone either has a new controller for their lumberdrying operations

More information

CO IFEROUS SAW TIMBER OF ORTHER GRADI G SUPPLIED FOR EXPORT SPECIFICATIO S

CO IFEROUS SAW TIMBER OF ORTHER GRADI G SUPPLIED FOR EXPORT SPECIFICATIO S GOST 26002-83 CO IFEROUS SAW TIMBER OF ORTHER GRADI G SUPPLIED FOR EXPORT SPECIFICATIO S By Decree of State Committee of the USSR of Standards dated December, 14th, 1983 No. 5894 the validity established

More information

Trouble under Foot - In Situ and Laboratory Investigation of Engineered Wood Flooring

Trouble under Foot - In Situ and Laboratory Investigation of Engineered Wood Flooring 621 Trouble under Foot - In Situ and Laboratory Investigation of Engineered Wood Flooring Michael J. Drerup, PE 1, Ibrahim Erdem, PhD, PE 2 and Ronald W. Anthony 3 1 Walter P. Moore, 1747 Pennsylvania

More information

DMS-6300, Waterproofing

DMS-6300, Waterproofing Overview (Formerly D-9-6300, Waterproofing). Effective Date: August 1998 - July 2004. This Specification governs the sampling, testing, composition and quality of the waterproofing materials below: butyl

More information

TESTS OF CARGO FLOORING Nn AND T FOP AIRCRAFT

TESTS OF CARGO FLOORING Nn AND T FOP AIRCRAFT TESTS OF CARGO FLOORING Nn AND T FOP AIRCRAFT Information Reviewed and Reaffirmed March 1956 No. 1550-E LOAN COPY Please return to: Wood Engineering Research Forest Products Laboratory Madison, Wisconsin

More information

A METHOD TO ESTIMATE WOOD SURFACE MOISTURE CONTENT DURING DRYING

A METHOD TO ESTIMATE WOOD SURFACE MOISTURE CONTENT DURING DRYING ISSN impresa 0717-3644 ISSN online 0718-221X Maderas. Ciencia y tecnología 19(2): 133-140, 2017 DOI: 10.4067/S0718-221X2017005000011 A METHOD TO ESTIMATE WOOD SURFACE MOISTURE CONTENT DURING DRYING G.

More information

ADHESIVE TECHNOLOGY. Acrylic Urethane Urethane Urethane (3 in 1) Advanced Polymer (3 in 1) Solvent OPEN TIME

ADHESIVE TECHNOLOGY. Acrylic Urethane Urethane Urethane (3 in 1) Advanced Polymer (3 in 1) Solvent OPEN TIME SUBFLOOR PREPARATION All substrates must be clean, dry, structurally sound, properly cured and free of dirt, oil, paint, old adhesive, wax, sealers and curing agents. General scouring with 20 grit or #3

More information

U.S.D.A.FOREST SERVICE RESEARCH PAPER FPL 148 DECEMBER SOME STRESS-GRADING CRITERIA AND METHODS OF GRADE SELECTION FOR DIMENSION LUMBER

U.S.D.A.FOREST SERVICE RESEARCH PAPER FPL 148 DECEMBER SOME STRESS-GRADING CRITERIA AND METHODS OF GRADE SELECTION FOR DIMENSION LUMBER U.S.D.A.FOREST SERVICE RESEARCH PAPER FPL 148 DECEMBER SOME STRESS-GRADING CRITERIA AND METHODS OF GRADE SELECTION FOR DIMENSION LUMBER U.S. Department of Agriculture * Forest Service * Forest Products

More information

DIMENSIONAL STABILITY NOTES

DIMENSIONAL STABILITY NOTES DIMENSIONAL STABILITY NOTES Charles Green, 23 Maryvale Drive, Webster NY 14580 1/7/00 (VER 2) techman@papercurl.com & http://www.papercurl.com ABSTRACT. This article attempts to discuss various aspects

More information

1. Division 09 Section "Rough Carpentry."

1. Division 09 Section Rough Carpentry. GREENSPOINT AND LAUDER RD. EC/PRE-KlK PAGE 1 SECTION 096400 - WOOD FLOORING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary

More information

Thermal treatment in saturated vapour pressure for Spruce

Thermal treatment in saturated vapour pressure for Spruce Thermal treatment in saturated vapour pressure for Spruce Allegretti Ottaviano 1, Cividini Rodolfo 2, Tessadri Barbara 3 1 CNR-IVALSA, Italian Research Council- Timber and Trees Institute, via Biasi 75,

More information

Metal-plate connections loaded in combined bending and tension

Metal-plate connections loaded in combined bending and tension Metal-plate connections loaded in combined bending and tension Ronald W. Wolfe Abstract This study evaluates the load capacity of metal-plate connections under combined bending and axial loads and shows

More information

Sorting of logs and planks before drying for improved drying process and panel board quality

Sorting of logs and planks before drying for improved drying process and panel board quality Sorting of logs and planks before drying for improved drying process and panel board quality Abstract K.M. Sandland 1 & P. Gjerdrum 2 The objective of the research work has been to investigate whether

More information

Effect of Heating in Water on the Strength Properties of Wood 1

Effect of Heating in Water on the Strength Properties of Wood 1 AMERICAN WOOD-PRESERVERS ASSOCIATION 1954 Effect of Heating in Water on the Strength Properties of Wood 1 Engineer Emeritus, Forest Products Laboratory, 2 J. D. MacLean Forest Service, U. S. Department

More information

KCICRODIJA (Afrormesia data Farms)

KCICRODIJA (Afrormesia data Farms) ItICULTURE ROOM #6-0, Fr- 14)/g 7 r KCICRODIJA (Afrormesia data Farms) Revised October 1960 No. 1978 FOREST PRODUCTS LABORATORY MADISON 5. WISCONSIN UNITED STATES DEPARTMENT OF AGRICULTURE FOREST SERVICE

More information

SECTION CHARRED WOOD [SIDING] [&] [PANELING] GUIDE SPECIFICATION

SECTION CHARRED WOOD [SIDING] [&] [PANELING] GUIDE SPECIFICATION SECTION 06 26 00 06 26 00-1 GUIDE SPECIFICATION This specification has been written as a guide for the proper specifying of Charred Wood Siding and Paneling manufactured by Nakamoto Forestry. This specification

More information

Interaction between mechanosorptive and viscoelastic response of wood at high humidity level

Interaction between mechanosorptive and viscoelastic response of wood at high humidity level EPJ Web of Conferences 6, 284 (21) DOI:1.151/epjconf/216284 Owned by the authors, published by EDP Sciences, 21 Interaction between mechanosorptive and viscoelastic response of wood at high humidity level

More information

Asian Journal of Science and Technology Vol. 6, Issue 07, pp , July, 2015 RESEARCH ARTICLE

Asian Journal of Science and Technology Vol. 6, Issue 07, pp , July, 2015 RESEARCH ARTICLE Available Online at http://www.journalajst.com ASIAN JOURNAL OF SCIENCE AND TECHNOLOGY ISSN: 0976-3376 Asian Journal of Science and Technology Vol. 6, Issue 07, pp. 1579-1583, July, 2015 RESEARCH ARTICLE

More information

Interim Report. New Findings in the Determination of the Mechanical Properties of the Wood of Western Juniper (Juniperus occidentalis Hook.

Interim Report. New Findings in the Determination of the Mechanical Properties of the Wood of Western Juniper (Juniperus occidentalis Hook. Interim Report New Findings in the Determination of the Mechanical Properties of the Wood of Western Juniper (Juniperus occidentalis Hook.) Report of 13 September 2007 Edwin J. Burke 1 Introduction As

More information

IMPORTANCE OF THICKNESS VARIATION IN KILN DRYING RED OAK LUMBER

IMPORTANCE OF THICKNESS VARIATION IN KILN DRYING RED OAK LUMBER IMPORTANCE OF THICKNESS VARIATION IN KILN DRYING RED OAK LUMBER William Simpson and John Tschernitz Forest Products Laboratory U.S. Forest Service Madison, Wisconsin Introduction It is well known in the

More information

Accelerating the Kiln Drying of Oak

Accelerating the Kiln Drying of Oak United States Department of Agriculture Forest Service Forest Products Laboratory Research Paper FPL 378 September 1980 Accelerating the Kiln Drying of Oak Abstract Reducing kiln-drying time for oak lumber

More information

Job-made ladders for construction

Job-made ladders for construction Data Sheet 1-568 Rev. April 2016 Job-made ladders for construction This data sheet covers the fabrication and installation of ladders usually made on the job and installed in a semipermanent location as

More information

EFFECTS OF SELECTED MANAGEMENT PRACTICES ON LUMBER GRADE AND DRYING PROPERTIES OF TWO CENTRAL HARDWOOD SPECIES

EFFECTS OF SELECTED MANAGEMENT PRACTICES ON LUMBER GRADE AND DRYING PROPERTIES OF TWO CENTRAL HARDWOOD SPECIES EFFECTS OF SELECTED MANAGEMENT PRACTICES ON LUMBER GRADE AND DRYING PROPERTIES OF TWO CENTRAL HARDWOOD SPECIES Peter Y.S. Chen and John E. Phelps Forestry Sciences Laboratory Southern Illinois University-Carbondale

More information

SOME STRENGTH AND RELATED PROPERTIES OF YAGRUMO HEMBRA

SOME STRENGTH AND RELATED PROPERTIES OF YAGRUMO HEMBRA U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE FOREST PRODUCTS LABORATORY MADISON, WIS. U.S. FOREST SERVICE RESEARCH NOTE JUNE 1964 SOME STRENGTH AND RELATED PROPERTIES OF YAGRUMO HEMBRA ( CECROPIA PELTATA

More information

MACHINE GRADING OF DIMENSION LUMBER By Gerald F. Hoerber INTRODUCTION

MACHINE GRADING OF DIMENSION LUMBER By Gerald F. Hoerber INTRODUCTION MACHINE GRADING OF DIMENSION LUMBER By Gerald F. Hoerber INTRODUCTION Wood has considerable variation in respect to both its physical and chemical properties. Variation among different species is well

More information

OF PHYSICAL AND MECHANICAL

OF PHYSICAL AND MECHANICAL U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE FOREST PRODUCTS LABORATORY MADISON, WIS. U. S. FOREST SERVICE RESEARCH NOTE FPL-036 May 1964 LIMITED EVALUATION OF PHYSICAL AND MECHANICAL PROPERTIES OF NEPAL

More information

twelve wood construction: materials & beams ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2014 lecture

twelve wood construction: materials & beams ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2014 lecture ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2014 lecture twelve wood construction: materials & beams Wood Beams 1 Wood Beam Design National Design Specification National

More information