2e eov-47) CHANGES IN SPIRAL GRAIN DIRECTION IN PONDEROSA PINE. No. 058 June 1956 UNITED STATES DEPARTMENT OF AGRICULTURE FOREST PRODUCTS LABORATORY

Similar documents
FAURICATION OF SMALL MAR. SPECIMENS Of -MEER MR STRENGTH TESTS. -Y1) No February In Cooperation with the University of Wisconsin

DRIEF DIESCRIPTICN CF THE

MANDREL PENDING TESTS FOR AMMAR VENEER

INSTRUMENTS FOR RAPIDLY MEASURING SLOPE OF GRAIN IN LUMBER

(elpe-* EFFECTS Of TENSION WOOD IN HARDWOOD ILUMI3ER AND VENEER iliri II n mi1 iriinuirliir [Riau

RlGIDITY AND STRENGTH OF WALL FRAMES BRACED WlTH METAL STRAPPING

SMALL SAWMILL IMPROVEMENT

!DETECTION OF COMPRESSION FAILURES IN WOOD

HOW GROWTH Of WHITE PINE AFFECTS ITS!PROPERTIES FOR MATCHES

U. S. FOREST SERVICE RESEARCH NOTE FPL-0136 May 1966

Korean standards of visual grading and establishing allowable properties of softwood structural lumber

NATIONAL GRADING RULE FOR SOFTWOOD DIMENSION LUMBER INTERPRETATIONS

IMPROVING PAINT PERFORMANCE ON SOUTHERN PINE BY RELIEF OF MACHINING STRESSES AND CHROMIC ACID TREATMENT

PATTERN OF VARIATION OF FIBRIL ANGLE WITHIN ANNUAL RINGS OF PINUS ATTENURADIATA

VENEER CUTTING AND DRYING PROPERTIES

SIMPLIFIED DESIGN PROCEDURE FOR GLUED-LAMINATED BRIDGE DECKS

Wood & Timber. Wood & Timber

WOODEN BUILDINGS 6.1 INTRODUCTION 6.2 TYPICAL DAMAGE AND FAILURE OF WOODEN BUILDINGS. Chapter 6

Attachment A BURLINGTON NORTHERN SANTA FE SPECIFICATIONS FOR CROSS TIES AND SWITCH TIES I. GENERAL

3 Kevin s work for deriving the equation of a circle is shown below.

Load Tables, Technical Data and Installation Instructions

Revised Volume and Taper Equations for Six Major Conifer Species in Southwest Oregon. David W. Hann

HOW WOOD MB. p 3,zoo /00. Information Reviewed and Reaffirmed. September No Ay'

STRENGTH OF GLUED LAMINATED SITKA SPRUCE MADE UP OF ROTARY-CUT VENEERS. R. F. LUXFORD, Senior Engineer

Glulam Curved Members. Glulam Design. General Glulam Design. General Glulam Beams are Designed in the SAME Manner as Solid Sawn Beams

SCREW WITHDRAWAL RESISTANCE SHEET METAL SCREWS IN PARTICLEBOARD AND MEDIUM-DENSITY HARDBOARD

FENCE PERMIT CHECKLIST (This checklist pertains to fences and freestanding walls)

EVALUATION OF METHODS OF ASSEMBLING PALLETS RESEARCH PAPER FPL U. S. DEPARTMENT OF AGRICULTURE FOREST SERVICE FOREST PRODUCTS LABORATORY

What materials are available?

SPECIFICATIONS FOR TIMBER CROSSTIES (Latest Revision as of January 2014)

Sample Questions for the Engineering Module

STUDIES OF COMPRESSION FAILURES AND THEIR DETECTION IN

AN IMPROVED SHEAR TEST FIXTURE USING THE IOSIPESCU SPECIMEN

NAILED MORTISED-PLATE CONNECTIONS FOR SMALL-DIAMETER ROUND TIMBER 1. Kug-Bo Shim* Ronald W. Wolfe. Marshall Begel

Standard Test Methods for Small Clear Specimens of Timber 1

CITY OF MUSKEGO DRAFTING STANDARDS

Page 1 part 1 PART 2

Section Downloads. Lumber Design Values. Lumber Standard. Western Lumber Product Use Manual. Section 05: Truss Materials.

Exploratory study of high-strength, low-cost through-bolt with cross-pipe and nut connections for square and roundwood timber frame construction

June 2016 Regents GEOMETRY COMMON CORE

TEMPERATURE DISTRIBUTION WHITE CAE LAMINATED TIMBERS HEATED IN A HIGH-FREQUENCY ELECTRIC FIELD

(12) United States Patent (10) Patent No.: US 6,386,952 B1

Department of Civil and Environmental Engineering

EFFECT OF NUMBER OF PLIES ON THE TEAR RESISTANCE OF PAPER

Making a xylophone. You will need: Marking and measuring tools (tape measure, ruler, chalk, pencil)

Crater Lake National Park Habitats

Chopped Hay Feeder for Sheep 1

Space-frame connection for small-diameter round timber

Landscape Architecture

Building Bigger Things

Installation Instructions

STANDARD LIMITATIONS IN ACCORDANCE WITH CORPORATE STANDARD STO

Compression test of fiberboard shipping containers

Dimensioning. Dimensions: Are required on detail drawings. Provide the shape, size and location description: ASME Dimensioning Standards

TECHNICAL BULLETIN KNIT FABRICS AND THE REDUCTION OF TORQUE Weston Parkway, Cary, North Carolina, Telephone (919) TRI 2002

BEAM PAINTING. product material sizes price serie pinewood 244 x ,one of 3 none identical SALONE 2013 / BEAMS

PROJECTS FROM GREEN LUMBER THESIS

Please print legibly. Names

Slope Floor. Measurement Methods

Nailed Structural-Use Panel and Lumber Beams

EFFECTS OF GEOMETRY ON MECHANICAL BEHAVIOR OF DOVETAIL CONNECTION

WAYNESBORO AREA SCHOOL DISTRICT CURRICULUM MATERIALS AND MANUFACTURING I

11/12/2015 CHAPTER 7. Axonometric Drawings (cont.) Axonometric Drawings (cont.) Isometric Projections (cont.) 1) Axonometric Drawings

Log Siding J Block. Outlet J Block 4 3/4 x 7. Fixture J Block 7 x 7

SITE PLAN, SUBDIVISION & EXTERIOR DESIGN REVIEW PROCESS

MEASURING MOISTURE IN GREEN WOOD

F'II'XURAI PROPERTIES. and DIiIENSIONAL STABILITIES of two ronsrsrfcions of 4 8inch,,l SOUTHERN PINE PIY WOOD. ris on m p o f I( F

The Location of the Neutral Axis in Wood Beams with Multiple Knots. An Abstract of the Thesis of

Continuous thick. Continuous thin. Continuous thin straight with zigzags. Dashed thin line. Chain thin. Chain thin double dash

GLUING OF PLYWOOD TO CONCEALED FRAMING MEMBERS WITH HIGH-FREQUENCY STRAY HUD HEATING

Helpful Alignment Tips for Machine Shops

ADHESIVES FOR ASSEMBLY OF LIGHTWEIGHT WOOD CONTAINERS

Exam Sheet, Part 1. hardwood softwood. pith, heartwood, sapwood, vascular cambium, phloem, outer bark. sapwood, phloem, vascular cambium, outer bark.

Standard Test Methods of Static Tests of Wood Poles 1

Screw Withdrawal A Means to Evaluate Densities of In-situ Wood Members

CLASS views from detail on a grid paper. (use appropriate line types to show features) - Optional views. Turn in for grading on class 6 (06/04)

Sec Geometry - Constructions

CHAPTER TWO Fire Lanes & Fire Access

Lawrence A. Soltis. James K. Little

Understanding Optical Specifications

Rafter Cutting Basics

Wood structure I: Basic features, structure and cell types

Standard Signs Manual

APPENDIX A. WOOD CHARACTERISTICS. Structure of Wood

Total precast solution for large stadium projects meet tight schedule

TB47: The Relationship of Fibril Angle to Certain Factors in Plantation-grown Red Pine

Conestoga offers several different moulding programs for your convenience. 12 ft. Standard Profiles Non-stock Choice 1 piece None 10

FAQ about HMI. Installation Guidelines of the Transponders for the Mobile Panel 277 IWLAN and the Mobile Panel 277F IWLAN FAQ

Civil Engineering Drawing

Project: # Solano Community College District

Custom. Live Edge Program

Copyrighted Material. Copyrighted Material. Copyrighted. Copyrighted. Material

Pictorial Drawings. DFTG-1305 Technical Drafting Prepared by Francis Ha, Instructor

FORAGING BEHAVIOR OF THE PYGMY NUTHATCH IN COLORADO PONDEROSA PINE FORESTS

DEVELOPMENT PLAN CHECKLIST

Drawing Daisy Wheel Angles and Triangles

Accoya Radiata Pine Lumber Grading Specifications. Grade Names & Definitions for Accoya Radiata Pine Version 8.2

Question 1. Flat file. Half -round. Round file. Three square ( triangle ) Needle files. Page 1 of 46

- go over homework #2 on applications - Finish Applications Day #3 - more applications... tide problems, start project

Section Downloads. Terminology Outline. Industry Standards/ Publications. American Softwood Lumber Standard ANSI/TPI 1. Section 02: Terminology

Transcription:

CHANGES IN SPIRAL GRAIN DIRECTION 1 IN PONDEROSA PINE 2e eov-47) No. 058 June 1956 FOREST PRODUCTS LABORATORY MADISON 5 WISCONSIN UNITED STATES DEPARTMENT OF AGRICULTURE FOREST SERVICE In Cooperation with the University of Wisconsin

CHANGES IN SPIRAL GRAIN DIRECTION IN PONDEROSA PINE By BENSON H. PAUL, Subject Matter Specialist Forest Products Laboratory, 1 Forest Service U. S. Department of Agriculture Introduction Standing dead trees that have lost their bark frequently exhibit checks in the wood running at variance from the lengthwise axes of the trees. In some trees, these checks spiral to the right; in others, to the left of the observer. They show the direction of the grain of the wood on the surfaces of the tree trunks. Variation in the degree of this spiral grain both in the exterior and interior parts of trees is of interest, since grain direction with reference to the axis of a piece of timber influences strength, warping during seasoning, and twisting of posts and poles. Reversals of grain direction within the trunks of trees indicate the presence of opposing forces that might influence the behavior of wood, particularly the twisting of round products. Source of Sample Material The material used was part of a sample collected in the summer of 1953 in cooperation with the California Forest and Range Experiment Station, Berkeley, Calif., and the La Porte Ranger District, Plumas National Forest. The trees cut and sampled originated in the vicinity of Challenge, Calif. They were in an even-aged, 80-year-old stand growing on a Quality I site. Areas representing three degrees of stocking, well, medium, and I Maintained at Madison, Wis., in cooperation with the University of Wisconsin. Rept. No. 2058-1- Agriculture-Madison

sparsely stocked, were sampled. Two dominant, 2 codominant, and 2 intermediate trees of average diameter at breast height for the respective crown classes were chosen by random sampling to represent each of the 3 areas. The sample trees were numbered 1 to 18, beginning with the fully stocked stand and ending with the sparsely stocked stand. Samples Full, round cross sections about 3 feet in length, cut at approximate heights of 4, 40, and 80 feet in the trees, were the source of the specimens used. One tree lacked the 80-foot section. Vertically in the trees, the respective bolts were identified by letters of the alphabet corresponding to successive 4-foot lengths of the tree bole, such as, A, J, and T. A suitable flitch about 2 inches in thickness including the pith was cut from each bolt. A portion of each flitch from the, A, J, and T bolts, approximately 10 inches along the grain, was cut into specimens 1 by 1 inch in cross section from pith outward. Opposite radii of the flitch were designated H and L, and the individual specimens were numbered consecutively from the pith on each radius. Measurement of Spiral The direction of grain on the outer tangential face of each specimen was found by using a swivel, needle-pointed scribe drawn along the length of each piece in such a way that the needle point left a visible track in the wood showing the direction of the wood fibers. The slope of grain was measured with a device calibrated to show the number of inches along a base line that would equal a grain deflection of 1 inch. For convenience in computing the average slope of grain, these direct measurements, recorded as slope of grain, were converted to angular measurements (table 1) with positive values indicating a lefthand spiral and negative values a right-hand spiral. Rept. No. 2058-2-

Analysis of Data Variation Within Tree Classes Since the trees were selected to represent 2 dominant, 2 codominant, and 2 intermediate trees from each of the 3 areas sampled, it seemed appropriate to compare the fluctuation in the grain within each of the tree classifications. Accordingly, the average grain angles at 1-inch intervals from the pith were calculated for the opposite radii of the 6 trees within each of the tree classifications. Comparisons within groups were made at 3 heights represented by the A, J, and T bolts (approximately 4, 40, and 80 feet). Values for T bolts were not calculated for intermediate trees because of the insufficient number of specimens. In the case of the codominant trees, only five trees were represented at the T bolt. The average grain angles at each height for 6 trees are illustrated in figure 1. In general, there was an average reduction in the grain angle from the pith outwards. The few exceptions to this trend occur in the outer portion of the trees where the full number of radii are not represented. There is also a trend of increasing grain angle with increasing height in tree. At any given height, the dominant trees had a larger grain angle than the codominant and intermediate trees. Variation Within Individual Trees Changes in grain angle from a left-hand to a right-hand spiral along a single radius occurred at 1 or more heights in 17 of the 18 sample trees. There was also considerable variation between adjacent specimens within a radius (fig. 2). One tree showed a consistently large slope of grain on 5 out of 6 radii (fig. 3). Summary Measurements of grain angle for successive inches from the pith outwards were made on opposite radii at 3 heights in 80-year-old, secondgrowth ponderosa pine trees. Rept. No. 2058-3-

In general, there was a reduction in grain angle from the pith outward which was accompanied by an increase in grain angle with height in tree at equal inches from the pith. At any given height, dominant trees had a larger grain angle than codominant and intermediate trees. In spite of the general trends reported here, there was considerable variation between adjacent specimens within a radius. Reversals of direction of spiral occurred within 17 of the 18 trees on 1 or more radii, indicating the existence of opposing forces that may influence twisting of round timbers in drying. Spiral grain as it appears on the surface of a tree may not be an indication of the degree of spiral throughout the tree. Rept. No. 2058-4- 1. -9

Table 1. --Grain angle in degrees from lengthwise axis expressed as slope of grain Grain angle : Slope of grain Degrees 1 1 in 57.29 2 1 in 28.64 3 1 in 19.08 4 1 in 14.30 5 1 in 11.43 6 1 in 9.51 7 1 in 8. 14 8 1 in 7. 12 9 1 in 6:31 10 1 in 5. 67 11 1 in 5. 14 Rept. No. 2058

J PORNEREISA PINE SHIPMENT 1671 TREE NO 17 Figure 2. --Reversal in direction of grain in ponderosa pine specimens shown by scribe marks. ZM 107 471

fflininnommt..pcion. =1" 101 PONDEROSA PINE SHIPMENT 1671 TREE NO 7 Figure 3. --Consistently large angle of spiral in ponderosa pine specimens, except in lower (A) right radius. ZM 107 470