Screw-holding, internal bond, and related properties of composite board products for furniture and cabinet manufacture: a survey of the literature

Size: px
Start display at page:

Download "Screw-holding, internal bond, and related properties of composite board products for furniture and cabinet manufacture: a survey of the literature"

Transcription

1 Screw-holding, internal bond, and related properties of composite board products for furniture and cabinet manufacture: a survey of the literature by J. Dobbin McNatt Technologist, USDA Forest Service, Forest Products Laboratory, Madison, Wisconsin Abstract This paper discusses selected properties of particleboard, hardboard, medium-density fiberboard (MDF), and plywood related to their use in furniture and cabinet manufacture. Properties covered are screw-holding, internal bond, density profile, and edge appearance. Studies of direct screw withdrawal of panel products indicate that resistance to withdrawal from the edge is 75 to 80 percent of resistance to withdrawal from the face. In all cases, screw-holding powers of these products are considerably less than that of solid wood of the same density. Internal bond strength, density profile, and edge appearance are all related to each other to some degree and are largely governed by press conditions, particle or fiber characteristics, and adhesive content. A particular panel product can be accepted or rejected for use in furniture and cabinet manufacture for a variety of reasons. In 1968, Suchsland (36) published the results of a survey on the use of panel materials by furniture and cabinet manufacturers. Most frequently mentioned reasons for using particleboard,for example,were: economics, dimensional stability, no telegraphing, no warping, sizes available, and uniform thickness. Reasons given for not using particleboard were: difficult edge treatment, fastening problems, customer objection, and low strength/high weight. Concerning customer objection, one manufacturer commented, "We are using particleboard whereverit is superior to any other material,but we would not like our customers to know about it." It is no surprise then that particleboard used in furniture is disguised. To a great extent, the results of this survey are still valid. Component joints (especially where screws are used)and treatment of panel edges are still major concerns of furniture and cabinet manufacturers. This paper discussesscrew-holding, internal bond (IB),density profile, and edge appearanceof particleboard, hardboard, MDF, and plywood as they relate to performance of these products in furniture and cabinets. Additional important properties are covered in other papers in this proceedings. Screw-holding: resistance to direct withdrawal The resistance of particleboard and MDF to direct screw withdrawal is considerably lower than solid wood of the same density (14,15,43,44). This is usually attributed to the reconstituted nature of the products. A limited amount of data available indicates that withdrawal resistance of plywood is also somewhat lower than that of solid wood of the same species. The standard ASTM method for determining the screw withdrawal resistance of wood-based panels (6) specifies a 1-inchlong, No. 10 wood screw inserted into a 7/64-inch-diameter lead hole to a depth of 2/3 inch. Lead hole diameter is about 90 percent of the screw root diameter. The ANSI standards for particleboard (1)and MDF (2)call for a Type A or AB self-tapping screw instead of a wood screw. Whittington and Walters (43)and Johnson (18)indicate that there is little difference between the withdrawal resistance of self-tapping and wood screws in particleboard and plywood for the same depth of thread penetration. 30

2 Superfesky (40) reported that the Type A screw averaged slightly greater withdrawal resistance from particleboard (+ 4%) and MDF (+ 10%) than did Type AB. Both types had a shank diameter of inch. Threads in the Type A screw were cut deeper than those in the Type AB screw, which offset the fact that the Type AB had 16 threads per inch compared to 12 for the Type A. It is interesting that a special particleboard screw showed greater withdrawal resistance than the wood or self-tapping screw from fiberboard, but not from particleboard (13). ANSI standards for particleboard and MDF (1,2) list minimum screw-holding (No. 10, self-tapping) requirements which vary by panel grade and type for particleboard and by panel thickness for MDF. Face withdrawal resistance requirements for particleboard vary from 125 pounds for Grade 1-L-2 (low-density door core) to 450 pounds for Grade 1-H-3, a highdensity product. Grades 1-M-2 and 1-M-3 are most often used in furniture and cabinet manufacture. Face withdrawal resistance requirements for these are 225 pounds and 250 pounds, respectively. Face withdrawal resistance requirements for MDF are 325 pounds for panels 3/16 inch-thick or less, and 300 pounds for panels thicker than 13/16 inch. Screw withdrawal resistance requirements for screws inserted into the edges of MDF or particleboard panels average about 80 percent of face withdrawal requirements. This difference in face and edge screw-holding requirements reflects the results of test data (13,20,33,37,40,44).Coefficientsofvariation for screw withdrawal resistance are about 10 to 15 percent for commercial particleboard and MDF. Eckelman (14,15) used some of these published data to develop equations to provide furniture and cabinet designers with reasonable estimates of the screw-holding power of wood-base panels. Average ultimate withdrawal resistance from the face of particleboards is predicted by: F = 2655D 1/2 (L-D/3) 5/4 G 2 [1] and from the edge of a panel by: F = 2055D 1/2 (L-D/3) 5/4 G 2 [2] A comparable expression for MDF face withdrawal is: F = 3700D 1/2 (L-D/3) 5/4 G 2 [3] A comparable expression for MDF edge withdrawal is: F = 2860D 1/2 (L-D/3) 5/4 G 2 [4] where: F = ultimate withdrawal resistance (lb., at 65%RH) D = shank diameter of the screw (in.) (D = N, where N is the screw gauge or number) L = depth of embedment of the threaded portion of the screw G = specific gravityofthe material based on ovendry weight and volume at test These equations yield an edge withdrawal resistance that is 77 percent of the face withdrawal resistance for both particleboard and MDF. Also for both edge and face withdrawal, predicted resistance values for MDF are 39 percent greater than those for particleboard. Plywood standards do not include screwholding requirements. However, the American Plywood Association (APA) has published average ultimate withdrawal loads (5). Comparison of these APA values and those reported by Johnson (18) and Carroll (11) indicates that face withdrawal resistance of Douglas-fir plywood is about 85 percent of the value for sidegrain Douglas-fir solid wood. Wilkinson and Laatsch (44) reported a withdrawal resistance of 420 pounds for a No. 10, Type A self-tapping screw inserted 3/4 inch into Douglas-fir side grain. Withdrawal resistance perpendicular to the face of Douglas-fir plywood, adjusted for the same depth of penetration, averaged about 385 pounds. In a National Particleboard Association (NPA) study (27), the face withdrawal resistance of A-D plywood was essentially the same as that of core stock particleboards (about 45 pcf, average). Inserting screws into plywood edges is not normally recommended but may be necessary at times. The APA data (5) and that of Johnson (18) indicate that the ratio of edge-to-face withdrawal resistance of plywood is about 0.85, almost the same as that for MDF and particleboard. Screw-holding data from the ASTM standard test give comparative values for different board products, but actual joint strength depends greatly on the amount of torque used to set the screw. Too little torque leaves a loose joint; too much torque will strip the threads cut by the screw in the panel. The NPA (27) reported that the maximum torque required to set a No. 8 screw (wood or self-tapping) ranged from about 20 to 50 in./lb. for 30 to 57 pcf particleboards and 30 to 40 in./lb. for plywood. Carroll (11,12) related driving torque to screw withdrawal resistance of particleboard and plywood. He found that maximum withdrawal resistance of Douglas-fir plywood is reached when the screw is inserted only one-half turn past flush against the face of the panel. In the panel edge, any turning past flush will reduce withdrawal resistance. In particleboards, maximum withdrawal was developed at about one turn past flush in the face and onequarter turn past flush in the edge. This small difference between torque required to set the screw and that needed to strip the threads formed in the panel often causes problems when screws are power driven. Torque requirements are affected by screw size, panel density, and depth of penetration. A lead hole diameter range between 50 and 90 percent of screw root diameter does not seem to have much effect on torque requirement or withdrawal resistance in particleboard (11,18). Lead hole diameters between 40 and 70 percent of root diameter also did not affect face withdrawal resistance of Douglas-fir plywood. When lead holes were 100 percent of screw root diameter, face withdrawal resistance was reduced, but edge withdrawal resistance was increased. This reflects the tendency of panels to split when screws are inserted into the edge of a panel. Didriksson et al. (13) used the IB test to Evaluate edge splitting tendency of fiberboard (hardboard and MDF), particleboard, and spruce plywood (Fig. 1). They found that the edge-splitting tendency decreased as the lead hole diameter increased from 60 to 85 percent of the outer diameter of the screw threads. However, the edge withdrawal resistance decreased. The edge splitting tendency of fiberboard was considerably greater than that of particleboard or 31

3 Figure 1. - IB test used to measure splitting tendency of wood-base panels due to edge screwing (13). Figure 2. - V-fold method of particleboard edge treatment (29). plywood. Lateral loading of screws in furniture or cabinet joints could increase the edge-splitting tendency. Increasingresin content has been shown to increase screw withdrawal resistance of MDF and particleboard. Markstrom et al. (23)reported an average increase of about 50 percent for MDF and 25 percent for particleboard when the resin content was increased from 6 to 10 percent. Putting glue in the lead hole before inserting the screw reinforces wood fibers and increases withdrawal resistance. Kelly and Pearson (21) reported a 5 to 10 percent increase in face withdrawal resistanceand 35 to 70 percent increase in edge withdrawal resistance for MDF when polyvinyl acetate was put in the lead hole. All the screw withdrawal resistance data given above are maximum values from short-term tests used for comparisons between materials. They are not meant to be used in design for long-term loading. Design values for particleboard and MDF have not been published. Design values for solid wood (26,42) are based on wood specific gravity and amount to about 18percent of average ultimate withdrawal resistance. The same percent has traditionally been used for plywood for normal load duration (5). Internal bond strength Tensile strengthperpendicular to surface (IB)is an important indicator for quality control in wood-based panel manufacture. Internal bond is quite sensitive to a number of raw material and processing variables: particle or fiber characteristics, resin content, panel density, etc. If IB changes very much, something has happened in the manufacturing operation. Although IB is generally not considered to be directly related to performance, insufficient bonding between fibers or particles will quite often show up later as poor performance of the panel in use. For example, low IBs with failures occurring at or near the panel surface indicates resin precure. If not corrected, it can result in delamination if a high pressure plastic laminate is bonded to the core panel with water-based adhesives. IB requirements in the ANSI particleboard standard (1) vary from a low of 20 psi for a lowdensity door core grade (1-L-1) to 300 psi for a high-density phenolic-bonded grade (2-H-1). IB requirements for furnituregrade particleboards, 1-M-2 and 1-M-3, are 60 psi and 80 psi, respectively. The ANSI MDF standard (2) requires 90 psi for thinner panels (13/16-in. and below) and 80 psi for thicker panels. The ANSI hardboard standard (3) requirements range from 25 psi for industrialite (Class 5) to 130 psi for tempered (Class 1). There are no equivalent strength requirements for plywood. However, River et al. (31) reported an average value of 127 psi in IB tests for samples of 112-inch-thick Douglas-fir plywood. Some unpublished data indicate that plywood IB strength increases with the number of plies for a given panel thickness. Reported IB values for commercial particleboards range from 45 psi to 450 psi for a specific gravity range of 0.62 to 0.92 (13,24). In his review of relationships between particleboard processing variables and properties, Kelly (19) noted that most researchers have found higher IB with increasing resin content and increasing press time and temperature. IB also increases as the core particle configuration changes from long, wide flakes (wafers) to planer shavings or slivers (8,16,22,23,33). Shuler and Kelly (33) and Brumbaugh (8) found that increasing flake thickness increased IB. One explanation for this is that for a given resin content, thicker flakes result in a lower total surface area per panel, and thus more resin 32

4 per unit surface area (30). Markstrom et a (23) and Burrows (9) have shown that increasing the resin content of panels mad from wafers from 2 or 3 percent to 5 or percent (increasing resin per unit surface area) will nearly double the IB. Superfesky and Lewis (41) reported I strengths of 133,140, and 186 psi for three commercial MDF products with densities of 0.66, 0.68, and 0.78 g/cm 3, respectively Suchsland et al. (37) reported a range of 10 to 282 psi for eight commercial MDF products. IB strength values and failure plan location can be significantly affected b overall board density and differences in density between panel face and core. IB coefficients of variation ranged from 10 to 2 percent for both particleboard and MDF. No published IB values were found for commercial hardboards. Unlike particleboard, IB of the commercial MDF did not correlate with overall par el density or even core density. The tendency for linear expansion to increase, an thickness swelling to decrease as IB increased suggested a possible vertical component of fiber orientation. Work by Myers (25) indicated that vertical orientation is more likely with shorter fibers. Edge appearance and density profile Because of the nature of mat-formed particleboard, finishing the edges is considerably more involved than finishing the faces. Porosity of the edges precludes the conventional procedures used on particleboard flat surfaces. In most applications, exposed edges must be banded with veneer or lumber, V-grooved and folded (Fig. 2), or filled with a paint-type material (28,29). Edgefilling levels out the voids and provides a smooth, sandable surface which can then be finished, Proper edge finishing is particularly important for kitchen and bathroom cabinet doors in order to meet the ANSI performance requirements (4). The amount of filling needed is dictated by the porosity of the panel edge. This in turn depends on such factors as particle size and geometry, panel density, and density gradient through the thickness. Finer wood elements produce tighter edges and reduce the amount of filling needed. Panels produced from fibers have superior edge quality. This is one reason MDF is readily accepted for furniture and cabinet parts (37). Density gradient produces a nonuniform edge surface which complicates edge treatment. Suchsland and Woodson (38,39) found that the face density of commercial MDF was as much as 60 percent greater than core density (Fig. 3). Kelly and Pearson (20) found that density gradient in MDF increased as overall density increased from 25 to 42 pcf, and as panel thickness increased from 318 to 314 inch. The time to reach a core temperature of 225 F can be 8 minutes for 1-1/8-inch-thick MDF as compared to 3 minutes for 1/2-inch-thick MDF (7). Shen and Carroll (32) found that density gradient in commercial particleboards also increased as panel thickness increased. Manipulation of press cycle variables can change or essentially eliminate the gradient (17,38) (Fig. 3). Stevens and Woodson (35) reported that for medium- (44 pcf) and low- (38 pcf) density boards, the density gradient of highfrequency-cured boards was less than that of hot-presscured boards. At a higher board density (50 pcf) there was practically no difference in density gradient between the two curing methods. Carll (10) found that lower platen temperature and high frequency heating produced 1-inch-thick particleboards with a more uniform vertical density profile. While edge finishing of hardboard is usually not a consideration in furniture and cabinet manufacture, differences in density profile can affect IB strength levels and failure location. Spalt (34) discussed the density profile of wet- and dry-process hardboard. Based on differences in pressure cycle and heat and moisture transfer in the mat during pressing, he theorized the following differences in density profiles (Fig. 4): 1. Wet-formed/wet-pressed: High density at the smooth surface, decreasing gradually through the panel to a minimum at the screen surface. 2. Wet-formed/dry pressed: Two dense surfaces with lower core density. 3. Dry-formed/dry pressed: Lower face Figure 3. - Density profiles of commercial MDF; compared with lab-made board; press temperature 335 F, initial pressure 820 psi; pressed to thickness in unheated press, then heated at 285 F, initial pressure 820 psi (38). Figure 4. - Conceptualizations of density profiles through the panel thickness for wetand dry-formed hardboards (34). (A) Wet/ wet (wet-formed/wet-pressed) (B) wet/dry, (C) dry/dry. Figure 5. - Density gradient measured on samples of 1/4-inch-thick hardboard. 33

5 density and higher core density. However, Spalt did not report any actual hardboard density gradient measurements. Measurements made at FPL on a few samples of 1/4-inch-thick commercial hardboards do not support the above statements (Fig. 5). Conclusions Screw-holding, IB strength, and edge appearance are properties of wood-based panels of considerable importance for their use in furniture and cabinet manufacture. An evaluation of published information on these and related characteristics leads to the following conclusions: 1. The amount of torque used to set screws when joining wood-base panels is more important than screw type. There is little difference between torque required to bring the screw flush with the surface and that required to strip the threads formed in the panel. 2. Because of splitting tendency, inserting screws into the edges of wood-based panels should be avoided whenever possible. Resistance to edge withdrawal averages about 70 to 80 percent of face withdrawal resistance. 3. IB strength of particleboard generally increases as pressing time and temperature and resin content increase. IB also increases as particle type changes from long, wide flakes to planer shavings or slivers. Presence of short fibers in MDF panels with an increased tendency toward vertical orientation leads to increased IB. 4. Edge appearance is influenced by particle type (flakes, shavings, sawdust, fiber), panel density, and density gradient through the thickness. Density gradient can be controlled to a degree by manipulating press cycle variables. Literature cited 34

6 In: Hamel, Margaret P., ed. Composite board products for furniture and cabinets-innovations in manufacture and utilization: Proceedings 47357; 1986 November 11-13; Greensboro, NC. Madison, WI: Forest Products Research Society; 1989:

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

SCREW WITHDRAWAL RESISTANCE SHEET METAL SCREWS IN PARTICLEBOARD AND MEDIUM-DENSITY HARDBOARD SCREW WITHDRAWAL RESISTANCE OF TYPES A AND AB SHEET METAL SCREWS IN PARTICLEBOARD AND MEDIUM-DENSITY HARDBOARD U.S.D.A. FOREST SERVICE RESEARCH PAPER FPL 239 1974 U.S. DEPARTMENT OF AGRICULTURE FOREST

More information

PERFORMANCE OF FASTENERS IN WOOD

PERFORMANCE OF FASTENERS IN WOOD COMPOSITES AND MANUFACTURED PRODUCTS PERFORMANCE OF FASTENERS IN WOOD FLOUR-THERMOPLASTIC COMPOSITE PANELS ROBERT H. FALK* DANIEL J. Vos STEVEN M. CRAMER* BRENT W. ENGLISH ABSTRACT In the building community,

More information

Definitions. Forestry 240 Wood Science

Definitions. Forestry 240 Wood Science Definitions Forestry 240 Wood Science Chapter 15 Nonstructural Panels Panel products made from wood-based veneer and particle products that are not suitable for structural applications. Used for Decorative

More information

Unit 2 Engineered Panels

Unit 2 Engineered Panels Unit 2 Engineered Panels MULTICHOICE 1. What is another name for large, reconstituted wood sheets or panels? (A) formed panels (B) engineered panels (C) architectural panels (D) construction panels 2.

More information

Carpentry Canadian 3rd Edition Vogt TEST BANK Full download at:

Carpentry Canadian 3rd Edition Vogt TEST BANK Full download at: UNIT 5 Carpentry Canadian 3rd Edition Vogt SOLUTIONS MANUAL Full download at: https://testbankreal.com/download/carpentry-canadian-3rd-editionvogt-solutions-manual/ Carpentry Canadian 3rd Edition Vogt

More information

ICC-ES Evaluation Report Reissued June 1, 2010 This report is subject to re-examination in one year.

ICC-ES Evaluation Report Reissued June 1, 2010 This report is subject to re-examination in one year. ICC-ES Evaluation Report ESR-2648 Reissued June 1, 2010 This report is subject to re-examination in one year. www.icc-es.org (800) 423-6587 (562) 699-0543 A Subsidiary of the International Code Council

More information

DIEBOARDS & PLYWOOD. Flat Dieboards. Rotary Dieboards. Plywood. Other Sheet Materials

DIEBOARDS & PLYWOOD. Flat Dieboards. Rotary Dieboards. Plywood. Other Sheet Materials DIEBOARDS & PLYWOOD In addition to supplying the highest quality pattern grade lumbers for over 100 years, Freeman offers flat and rotary dieboards, a variety of high-grade, economical plywoods, and specialty

More information

American Institute of Timber Construction 7012 South Revere Parkway Suite 140 Centennial, CO Phone: 303/ Fax: 303/

American Institute of Timber Construction 7012 South Revere Parkway Suite 140 Centennial, CO Phone: 303/ Fax: 303/ American Institute of Timber Construction 7012 South Revere Parkway Suite 140 Centennial, CO 80112 Phone: 303/792-9559 Fax: 303/792-0669 404.1. SCOPE STANDARD FOR RADIALLY REINFORCING CURVED GLUED LAMINATED

More information

APA Performance Rated Rim Boards

APA Performance Rated Rim Boards D a t a F i l e APA Performance Rated Rim Boards A Rim Board is the wood component that fills the space between the sill plate and bottom plate of a wall or, in second floor construction, between the top

More information

ABSTRACT INTRODUCTION

ABSTRACT INTRODUCTION ISSN impresa 0717-3644 Maderas. Ciencia y tecnología 15(2): 127-140, 2013 ISSN online 0718-221X DOI 10.4067/S0718-221X2013005000011 INVESTIGATION ON LATERAL RESISTANCE OF JOINTS MADE WITH DRYWALL AND SHEET

More information

ESR-2648 Reissued May 1, 2012 This report is subject to renewal June 1, 2013.

ESR-2648 Reissued May 1, 2012 This report is subject to renewal June 1, 2013. ICC-ES Evaluation Report ESR-2648 Reissued May 1, 2012 This report is subject to renewal June 1, 2013. www.icc-es.org (800) 423-6587 (562) 699-0543 A Subsidiary of the International Code Council DIVISION:

More information

An eco-friendly beginning

An eco-friendly beginning An eco-friendly beginning If we go on depleting our forest resources for our various needs, there will come a time when trees will become a piece to exhibit rather than something that you see outside your

More information

UNITED STATES DEPARTMENT OF AGRICULTURE - FOREST SERVICE - FOREST PRODUCTS LABORATORY - MADISON, WIS RESEARCH NOTE

UNITED STATES DEPARTMENT OF AGRICULTURE - FOREST SERVICE - FOREST PRODUCTS LABORATORY - MADISON, WIS RESEARCH NOTE UNITED STATES DEPARTMENT OF AGRICULTURE - FOREST SERVICE - FOREST PRODUCTS LABORATORY - MADISON, WIS U. S. FOREST SERVICE RESEARCH NOTE May 1964 IMPROVING THE GLUING CHARACTERISTICS OF PLYWOOD SURFACES

More information

ICC-ES Evaluation Report

ICC-ES Evaluation Report ICC-ES Evaluation Report ESR-6 Reissued April, 009 This report is subject to re-examination in two years. www.icc-es.org (800) 4-6587 (56) 699-054 A Subsidiary of the International Code Council DIVISION:

More information

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

IMPROVING PAINT PERFORMANCE ON SOUTHERN PINE BY RELIEF OF MACHINING STRESSES AND CHROMIC ACID TREATMENT IMPROVING PAINT PERFORMANCE ON SOUTHERN PINE BY RELIEF OF MACHINING STRESSES AND CHROMIC ACID TREATMENT USDA Forest Service U.S. Department of Agriculture Research Paper Forest Service FPL 271 Forest Products

More information

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

GLUING OF PLYWOOD TO CONCEALED FRAMING MEMBERS WITH HIGH-FREQUENCY STRAY HUD HEATING GLUING OF PLYWOOD TO CONCEALED FRAMING MEMBERS WITH HIGH-FREQUENCY STRAY HUD HEATING = 1 lebruary luaa INFORMATION RENEWED ANLI..1960 No. 1694 UNITED STATES DEPARTMENT OF AGRICULTURE FOREST SERVICE FOREST

More information

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

STRENGTH OF GLUED LAMINATED SITKA SPRUCE MADE UP OF ROTARY-CUT VENEERS. R. F. LUXFORD, Senior Engineer STRENGTH OF GLUED LAMINATED SITKA SPRUCE MADE UP OF ROTARY-CUT VENEERS By R. F. LUXFORD, Senior Engineer Summary Wing spars and other wood airplane parts are now either made of solid wood or laminated

More information

A. All trim that has been damages, broken, or missing shall be repaired or replaced with material of the same size, shape, and type.

A. All trim that has been damages, broken, or missing shall be repaired or replaced with material of the same size, shape, and type. SECTION 062000 - FINISH CARPENTRY PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. All trim that has been damages, broken, or missing shall be repaired or replaced with material of the same size, shape, and

More information

Withdrawal Strength of Staples

Withdrawal Strength of Staples Holding Strength of Staples Staples are widely used in the furniture industry, both for upholstering purposes and for frame construction. The staples used for upholstering are usually rather small and

More information

DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC AND COMPOSITE FASTENINGS REPORT HOLDER: DEWALT

DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC AND COMPOSITE FASTENINGS REPORT HOLDER: DEWALT 0 Most Widely Accepted and Trusted ICC-ES Evaluation Report ICC-ES 000 (800) 423-6587 (562) 699-0543 www.icc-es.org ESR-3164 Reissued 09/2017 This report is subject to renewal 09/2018. DIVISION: 06 00

More information

PRODUCT CATALOGUE WOOD PRODUCTS:

PRODUCT CATALOGUE WOOD PRODUCTS: 2009 200 PRODUCT CATALOGUE WOOD PRODUCTS: VitalWOOD VitalWOOD MDF MDF Melamine Boards VitalFLOOR HDF Laminated Flooring VitalPLY Plywood VitalPLY WBP Marine Plywood VitalBOARD Hard Board BMD sales@vital.com.sg

More information

B. Related Requirements: 1. Section "Interior Painting" for priming and backpriming of interior finish carpentry.

B. Related Requirements: 1. Section Interior Painting for priming and backpriming of interior finish carpentry. 1 ~GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY

More information

PREDICTION OF INTERNAL BOND STRENGTH IN PARTICLEBOARD FROM SCREW WITHDRAWAL RESISTANCE MODELS

PREDICTION OF INTERNAL BOND STRENGTH IN PARTICLEBOARD FROM SCREW WITHDRAWAL RESISTANCE MODELS PREDICTION OF INTERNAL BOND STRENGTH IN PARTICLEBOARD FROM SCREW WITHDRAWAL RESISTANCE MODELS Kate E. Semple Post-doctoral Fellow and Gregory D. Smith * Assistant Professor Department of Wood Science University

More information

MASTERSPEC TECHNICAL SPECIFICATIONS DIVISION 08 - OPENINGS

MASTERSPEC TECHNICAL SPECIFICATIONS DIVISION 08 - OPENINGS SECTION 081433 - STILE AND RAIL WOOD DOORS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Exterior stile and rail wood doors and sidelites. 2. Interior stile and rail wood doors. 3. Interior fire-rated,

More information

B. Shop Drawings: For residential casework. Include plans. elevations, details, and attachments to other work.

B. Shop Drawings: For residential casework. Include plans. elevations, details, and attachments to other work. HVAC 1Sunporch 1Fire Alarm Renovation SECTION 123530 RESIDENTIAL CASEWORK PART 1 - GENERAL 1.1 SUMMARY A. Section includes laundry room cabinets. 1.2 ACTION SUBMITTALS A. Product Data: For each type of

More information

DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER: DEWALT EVALUATION SUBJECT:

DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER: DEWALT EVALUATION SUBJECT: 0 Most Widely Accepted and Trusted ICC-ES Evaluation Report ICC-ES 000 (800) 423-6587 (562) 699-0543 www.icc-es.org ESR-3042 Reissued 09/2018 This report is subject to renewal 09/2019. DIVISION: 06 00

More information

ESR-3042* Reissued August 1, 2012 This report is subject to renewal September 1, 2014.

ESR-3042* Reissued August 1, 2012 This report is subject to renewal September 1, 2014. ICC-ES Evaluation Report www.icc-es.org (800) -687 (6) 699-0 ESR-0* Reissued August, 0 This report is subject to renewal September, 0. A Subsidiary of the International Code Council DIVISION: 06 00 00

More information

WITHDRAWAL AND LATERAL STRENGTH OF THREADED NAILS

WITHDRAWAL AND LATERAL STRENGTH OF THREADED NAILS 238 WITHDRAWAL AND LATERAL STRENGTH OF THREADED NAILS Douglas R. Rammer, Donald A. Bender, and David G. Pollock An experimental study on the performance of threaded nails was conducted to understand and

More information

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

EVALUATION OF METHODS OF ASSEMBLING PALLETS RESEARCH PAPER FPL U. S. DEPARTMENT OF AGRICULTURE FOREST SERVICE FOREST PRODUCTS LABORATORY EVALUATION OF METHODS OF ASSEMBLING PALLETS U. S. D. A. FOREST SERVICE RESEARCH PAPER FPL 213 1973 U. S. DEPARTMENT OF AGRICULTURE FOREST SERVICE FOREST PRODUCTS LABORATORY MADISON,WIS. ABSTRACT The performance

More information

Connection Design Examples

Connection Design Examples Connection Design Examples Using the 2015 NDS (DES345) Lori Koch, P.E. Manager, Educational Outreach American Wood Council Adam Robertson, M.A.Sc., P.Eng. Manager, Codes and Standards Canadian Wood Council

More information

SECTION FINISH CARPENTRY PART 1 GENERAL. 1.1 SECTION INCLUDES A. Interior Finish Carpentry Work: 1. Refer to schedule at end of Section.

SECTION FINISH CARPENTRY PART 1 GENERAL. 1.1 SECTION INCLUDES A. Interior Finish Carpentry Work: 1. Refer to schedule at end of Section. SECTION 06200 - FINISH CARPENTRY PART 1 GENERAL 1.1 SECTION INCLUDES A. Interior Finish Carpentry Work: 1. Refer to schedule at end of Section. 1.2 RELATED SECTIONS A. Section 06100 - Rough Carpentry:

More information

Chevy Chase Club June 30, 2008 Bowie Gridley Architects

Chevy Chase Club June 30, 2008 Bowie Gridley Architects SECTION 081433 - STILE AND RAIL WOOD DOORS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification

More information

5. Timber Application, Products and their use

5. Timber Application, Products and their use TIMBER 5. Timber Application, Products and their use Lecturer: Prof. Dr. Mohammad Ismail Faculty of Civil Engineering, -Skudai, Johor Darul Ta zim, MALAYSIA 1 Room : C09-313 Tel : 07-5531688 December 6,

More information

SECTION INTERIOR FINISH CARPENTRY PART 1 - GENERAL 1.1 RELATED DOCUMENTS

SECTION INTERIOR FINISH CARPENTRY PART 1 - GENERAL 1.1 RELATED DOCUMENTS SECTION 062023 - INTERIOR FINISH CARPENTRY PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification

More information

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

U. S. FOREST SERVICE RESEARCH NOTE FPL-0136 May 1966 U. S. DEPARTMENT OF AGRICULTURE FOREST SERVICE FOREST PRODUCTS LABORATORY MADISON, WIS In Cooperation with the University of Wisconsin U. S. FOREST SERVICE RESEARCH NOTE FPL-0136 May 1966 SOME CAUSES OF

More information

Verbindungselemente Engel GmbH Weltestraße Weingarten DEUTSCHLAND. Manufacturing plant 74437, , ,

Verbindungselemente Engel GmbH Weltestraße Weingarten DEUTSCHLAND. Manufacturing plant 74437, , , European Technical Assessment ETA-13/0536 of 20 February 2018 - Original version in German language General Part Technical Assessment Body issuing the European Technical Assessment: Trade name of the construction

More information

Fastenings CHAPTER 8. Nails. Douglas R. Rammer, Research General Engineer

Fastenings CHAPTER 8. Nails. Douglas R. Rammer, Research General Engineer CHAPTER 8 Fastenings Douglas R. Rammer, Research General Engineer Contents Nails 8 1 Withdrawal Resistance 8 Lateral Resistance 8 6 Spikes 8 9 Staples 8 9 Drift Bolts 8 10 Wood Screws 8 10 Withdrawal Resistance

More information

Timberflex & Flexboard Technical Guide

Timberflex & Flexboard Technical Guide Timberflex & Flexboard Technical Guide A bendable substrate material that can be formed first and laminated last Patent #5,618,601; #5,232,762; #5,824,382 Doors Larger radius and small doors are easily

More information

***************************************************************************************************************

*************************************************************************************************************** 06400 ARCHITECTURAL WOODWORK SPECIFIER: CSI MasterFormat 2004 number 06 40 00 PART 1 GENERAL 1.1 SUMMARY A. Provide necessary services, tools, equipment, material, and labor required to furnish and install

More information

DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC AND COMPOSITE FASTENINGS REPORT HOLDER: EVALUATION SUBJECT:

DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC AND COMPOSITE FASTENINGS REPORT HOLDER: EVALUATION SUBJECT: 0 Most Widely Accepted and Trusted ICC-ES Evaluation Report ICC-ES 000 (800) 423-6587 (562) 699-0543 www.icc-es.org ESR-3201 Reissued 07/2018 This report is subject to renewal 07/2019. DIVISION: 06 00

More information

B. American Society for Testing and Materials (ASTM):

B. American Society for Testing and Materials (ASTM): SECTION 06400 ARCHITECTURAL WOODWORK PART 1 GENERAL 1.01 SUMMARY A. Provide necessary services, tools, equipment, material, and labor required to furnish and install millwork and cabinet work. Install

More information

Product Information & Installation Instructions

Product Information & Installation Instructions Product Information & Installation Instructions TUFF-STRAND TM OSB Sheathing OSB Structural Panels from MARTCO Installation Instructions: Site-Built and Modular Construction Important Notice to Buyers

More information

Ash Brook Golf Course Scotch Plains, New Jersey

Ash Brook Golf Course Scotch Plains, New Jersey SECTION 062013 - EXTERIOR FINISH CARPENTRY PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification

More information

Load Tables, Technical Data and Installation Instructions

Load Tables, Technical Data and Installation Instructions W22. W22. W22. W22. W22 W22.. Simpson Strong-Tie Fastening Systems Structural Wood-to-Wood Connections Including Ledgers Designed to provide an easy-to-install, high-strength alternative to through-bolting

More information

4) Verify that the size of the supporting member can accommodate the connector s specified fasteners.

4) Verify that the size of the supporting member can accommodate the connector s specified fasteners. DESIGN NOTES 1) Allowable loads for more than one direction for a single connection cannot be added together. A design load which can be divided into components in the directions given must be evaluated

More information

Originally Issued: 06/28/2012 Revised: 06/21/2017 Valid Through: 06/30/ Design

Originally Issued: 06/28/2012 Revised: 06/21/2017 Valid Through: 06/30/ Design EVALUATION SUBJECT: SIMPSON STRONG-DRIVE SDWC WOOD SCREWS REPORT HOLDER: Simpson Strong-Tie Company Inc. 5956 West Las Positas Boulevard Pleasanton, California 94588 (800) 999-5099 www.strongtie.com CSI

More information

LEGACY REPORT. (800) (562) A Subsidiary of the International Code Council. *Revised September 2003

LEGACY REPORT.  (800) (562) A Subsidiary of the International Code Council. *Revised September 2003 ICC-ES Evaluation Report ER-580* Reissued January 00 www.icc-es.org (800) 4-6587 (56) 699-054 A Subsidiary of the International Code Council Legacy report on the 997 Uniform Building Code DIVISION: 05

More information

THE ENGINEERED WOOD ASSOCIATION

THE ENGINEERED WOOD ASSOCIATION D A T A F I L E APA Performance Rated Rim Boards A rim board is the wood component that fills the space between the sill plate and bottom plate of a wall or, in second floor construction, between the top

More information

DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER:

DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER: 0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 2761 Reissued 10/2017 This report is subject to renewal 10/2019. DIVISION: 06 00

More information

*Revised September 1, 2003

*Revised September 1, 2003 LEGACY REPORT ER-580* Reissued January, 00 ICC Evaluation Service, Inc. www.icc-es.org Business/Regional Office # 560 Workman Mill Road, Whittier, California 9060 # (56) 699-054 Regional Office # 900 Montclair

More information

Joint Evaluation Report

Joint Evaluation Report 0 Joint Evaluation Report ICC-ES (800) 423-6587 (562) 699-0543 www.icc-es.org 000 ESR-2909 Reissued 09/2017 This report is subject to renewal 09/2019. DIVISION: 06 00 00 WOOD, PLASTICS AND COMPOSITES SECTION:

More information

Coatings ASTM B117 SST Salt Spray Test Kesternick Phosphate Zinc E-Coat Dip Spin Coatings

Coatings ASTM B117 SST Salt Spray Test Kesternick Phosphate Zinc E-Coat Dip Spin Coatings Head and Thread types Coatings ASTM B117 Two major types of coating tests: SST Salt Spray Test screws are placed in a container and a salt solution is sprayed on the screws for a number of hours, checking

More information

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

TEMPERATURE DISTRIBUTION WHITE CAE LAMINATED TIMBERS HEATED IN A HIGH-FREQUENCY ELECTRIC FIELD TEMPERATURE DISTRIBUTION WHITE CAE LAMINATED TIMBERS HEATED IN A HIGH-FREQUENCY ELECTRIC FIELD January 1947 (No)121638 UNITED STATES DEPARTMENT OF AGRICULTURE 010 EST SERVICE ORES PRODUCTS LABORATORY Madison,

More information

Design Nailed and Wood Screwed Connections with Spreadsheet. Course Content

Design Nailed and Wood Screwed Connections with Spreadsheet. Course Content Design Nailed and Wood Screwed Connections with Spreadsheet Course Content INTRODUCTION The complete design of a wood structure includes the design of connections between the various structural members.

More information

DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER: SCREW PRODUCTS, INC.

DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER: SCREW PRODUCTS, INC. 0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 3654 Reissued 09/2017 This report is subject to renewal 09/2018. DIVISION: 06 00

More information

SECTION INTERIOR FINISH CARPENTRY. A. Lumber grading agencies, and the abbreviations used to reference them, include the following:

SECTION INTERIOR FINISH CARPENTRY. A. Lumber grading agencies, and the abbreviations used to reference them, include the following: SECTION 06 2023 PART 1 GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Interior standing and running trim. 2. Interior stairs. 1.2 DEFINITIONS A. Lumber grading agencies, and the abbreviations

More information

NOTE: Always consult your local and provincial codes

NOTE: Always consult your local and provincial codes Appendix: ENGINEERED WOOD Plywood Specifications - How It s Made Plywood essentially is a panel of wood made from veneers, or thin sheets, layered in three or more layers, usually with each layer at right

More information

Section 914. JOINT AND WATERPROOFING MATERIALS

Section 914. JOINT AND WATERPROOFING MATERIALS 914.01 Section 914. JOINT AND WATERPROOFING MATERIALS 914.01. General Requirements. Joint and waterproofing material for use in concrete construction must meet the requirements of this section. 914.02.

More information

DIVISION 6 WOODS AND PLASTICS SECTION FINISH CARPENTRY

DIVISION 6 WOODS AND PLASTICS SECTION FINISH CARPENTRY DIVISION 6 WOODS AND PLASTICS SECTION 06 20 23 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01

More information

PiXL Independence. Technology Answer Booklet KS4. Wood. Contents: I. Multiple Choice Questions 10 credits in total

PiXL Independence. Technology Answer Booklet KS4. Wood. Contents: I. Multiple Choice Questions 10 credits in total PiXL Independence Technology Answer Booklet KS4 Wood Contents: I. Multiple Choice Questions 10 credits in total II. III. Shorter Answer Questions 10 credits each Exam Style Questions 100 credits each 1

More information

Wood. Wood construction

Wood. Wood construction CEEN 3144 Construction Materials Wood Francisco Aguíñiga Assistant Professor Civil Engineering Program Texas A&M University Kingsville Page 1 Wood construction Page 2 1 Wood construction Page 3 Advantages

More information

SECTION INTERIOR FINISH CARPENTRY

SECTION INTERIOR FINISH CARPENTRY SECTION 06 20 23 PART 1 - GENERAL 1.01 SUMMARY A. Section includes the following items for field-applied paint finish: 1. Interior standing and running trim. 2. Interior plywood paneling. B. Related Sections

More information

eb^sv=qfj_bo UNIVERSITY OF WISCONSIN - STOUT COLLEGE OF SCIENCE TECHNOLOGY ENGINEERING & MATHEMATICS Architectural Technology AEC 233

eb^sv=qfj_bo UNIVERSITY OF WISCONSIN - STOUT COLLEGE OF SCIENCE TECHNOLOGY ENGINEERING & MATHEMATICS Architectural Technology AEC 233 eb^sv=qfj_bo UNIVERSITY OF WISCONSIN - STOUT COLLEGE OF SCIENCE TECHNOLOGY ENGINEERING & MATHEMATICS Architectural Technology AEC 233 Dr. Jason E. Charalambides fkqolar`qflk Heavy timber construction consists

More information

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

Screw Withdrawal A Means to Evaluate Densities of In-situ Wood Members Screw Withdrawal A Means to Evaluate Densities of In-situ Wood Members Zhiyong Cai Assistant Professor, Dept. of Forest Science, Texas A&M University, College Station, Texas, USA Michael O. Hunt Professor

More information

WELLNESS CENTER REMODEL UNIVERSITY OF CALIFORNIA, MERCED MERCED, CALIFORNIA PROJECT NO.: 907432 C. Solid Surfacing Material: 1. Manufacturers: D. Wood: a. First Floor; Wilsonart International, Solid Surfaces,

More information

THE EFFECTS OF EDGE BANDING THICKNESS OF ULUDAG FIR BONDED WITH SOME ADHESIVES ON WITHDRAWAL STRENGTHS OF BEECH DOWEL PINS IN COMPOSITE MATERIALS

THE EFFECTS OF EDGE BANDING THICKNESS OF ULUDAG FIR BONDED WITH SOME ADHESIVES ON WITHDRAWAL STRENGTHS OF BEECH DOWEL PINS IN COMPOSITE MATERIALS THE EFFECTS OF EDGE BANDING THICKNESS OF ULUDAG FIR BONDED WITH SOME ADHESIVES ON WITHDRAWAL STRENGTHS OF BEECH DOWEL PINS IN COMPOSITE MATERIALS Şeref Kurt, * Burhanettin Uysal, Cemal Özcan, and Mehmet

More information

Nails are among the most common fasteners used

Nails are among the most common fasteners used THREADED-NAIL FASTENERS RESEARCH AND STANDARDIZATION NEEDS B. L. Wills, S. G. Winistorfer, D. A. Bender, D. G. Pollock ABSTRACT. Threaded nail fasteners are commonly used in agricultural and commercial

More information

ALONA YANSHINA EXERCISE 1.1

ALONA YANSHINA EXERCISE 1.1 material makeup: log ALONA YANSHINA EXERCISE 1.1 timeline + development log cabin - interlocked corners by cutting notches in the ends of the logs. using log joinery technique, structures grew higher logs

More information

D. Product Certificates: Signed by manufacturers of casework certifying that products furnished comply with requirements.

D. Product Certificates: Signed by manufacturers of casework certifying that products furnished comply with requirements. SECTION 12356 - CASEWORK PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections,

More information

SECTION MANUFACTURED CASEWORK

SECTION MANUFACTURED CASEWORK 1 GENERAL 1.1 SECTION INCLUDES SECTION 12300 MANUFACTURED CASEWORK A. Work required to complete the manufactured casework indicated by the Contract Documents, and the items necessary for its proper installation.

More information

Industrial Technology Timber Products and Furniture Technologies

Industrial Technology Timber Products and Furniture Technologies 2010 HIGHER SCHOOL CERTIFICATE EXAMINATION Industrial Technology Timber Products and Furniture Technologies Total marks 40 General Instructions Reading time 5 minutes Working time 1 1 hours 2 Write using

More information

Craftform. The tradesman s essential guide

Craftform. The tradesman s essential guide Craftform The tradesman s essential guide Craftform The tradesman s essential guide The Craftwood panel with unlimited possibilities Trade Essentials Craftform is the Craftwood panel with unlimited possibilities

More information

DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER:

DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER: 0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 42 687 (62) 699 04 www.icc es.org ESR 2442 Reissued 0/208 This report is subject to renewal 0/209. DIVISION: 06 00 00 WOOD,

More information

UL Construction No. 254

UL Construction No. 254 UL Construction No. Wind-Uplift - Class 90 (See Item No. ) / Fire Not Investigated Metal Roof Deck Panels* Snap-Clad No. MSG or No. MSG min. thickness coated steel panels. Panels in. wide max., 0 in. wide

More information

Industries, United States Agriculture. Forest Products. Laboratory 1. Resource Bulletin FPL-12 December 1983

Industries, United States Agriculture. Forest Products. Laboratory 1. Resource Bulletin FPL-12 December 1983 United States Department of Wood Used In U.S. Agriculture Forest Service Manufacturing Forest Products Industries, 1977 Laboratory 1 Resource Bulletin FPL-12 December 1983 By DAVID B. McKEEVER, Research

More information

The cost effective wood panel choice. Applications

The cost effective wood panel choice. Applications Particleboard Trade Essentials Particleboard, manufactured in Australia, is a three-layered board, with fine particles on the top and bottom surfaces, and larger wood flakes in the middle. The wood particles

More information

Improved Arcan Shear Test For Wood

Improved Arcan Shear Test For Wood Improved Arcan Shear Test For Wood Jen Y. Liu, Robert J. Ross, and Douglas R. Rammer USDA Forest Service, Forest Products Laboratory, 1 Madison, WI, USA Abstract A new shear test fixture design that uses

More information

PINE WOODS OAK METALS POLYMERS ASH SOFTWOODS CHIPBOARD MAHOGANY MAN MADE HARDWOOD WOODS MDF PLYWOOD BEECH HARDBOARD THERMOSET FERROUS METALS CARBON

PINE WOODS OAK METALS POLYMERS ASH SOFTWOODS CHIPBOARD MAHOGANY MAN MADE HARDWOOD WOODS MDF PLYWOOD BEECH HARDBOARD THERMOSET FERROUS METALS CARBON ASH PINE MAHOGANY SOFTWOODS CHIPBOARD HARDWOOD MAN MADE WOODS OAK WOODS MDF PLYWOOD BEECH HARDBOARD RESISTANT METALS MATERIALS ALUMINIUM POLYMERS NON-FERROUS METALS UREA FORMALDEHYDE COPPER ZINC THERMOSET

More information

ADHESIVES FOR ASSEMBLY OF LIGHTWEIGHT WOOD CONTAINERS

ADHESIVES FOR ASSEMBLY OF LIGHTWEIGHT WOOD CONTAINERS U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE FOREST PRODUCTS LABORATORY MADISON, WIS. U.S. FOREST SERVICE RESEARCH NOTE JULY 1964 ADHESIVES FOR ASSEMBLY OF LIGHTWEIGHT WOOD CONTAINERS ADHESIVES FOR ASSEMBLY

More information

Butt Two pieces of wood meeting with flat sides adjoining usually at right angles. Some type of connector is needed to prevent movement.

Butt Two pieces of wood meeting with flat sides adjoining usually at right angles. Some type of connector is needed to prevent movement. Wood Connections There are basically five different types of connectors: Interlocking (carpentry joints), Dowel, Metal Connectors, Special Formed Connectors and Adhesives. I Interlocking (Carpentry Joints)

More information

TENSION STRENGTH OF FURNITURE MIDDLE JOINTS CONSTRUCTED WITH BISCUITS

TENSION STRENGTH OF FURNITURE MIDDLE JOINTS CONSTRUCTED WITH BISCUITS TENSION STRENGTH OF FURNITURE MIDDLE JOINTS CONSTRUCTED WITH BISCUITS Vassilios Vassiliou and Ioannis Barboutis Aristotle University of Thessaloniki, School of Forestry and Natural Environment, Department

More information

ESR-1254 * DELETED BY CITY OF LOS ANGELES. Reissued April 1, 2006 This report is subject to re-examination in one year.

ESR-1254 * DELETED BY CITY OF LOS ANGELES.   Reissued April 1, 2006 This report is subject to re-examination in one year. ESR-1254 Reissued April 1, 2006 This report is subject to re-examination in one year. www.icc-es.org Business/Regional Office 5360 Workman Mill Road, Whittier, California 90601 (562) 699-0543 Regional

More information

Lawrence A. Soltis, M. and Robert J. Ross, M. 1

Lawrence A. Soltis, M. and Robert J. Ross, M. 1 REPAIR OF WHITE OAK GLUED-LAMINATED BEAMS Lawrence A. Soltis, M. and Robert J. Ross, M. 1 Abstract Connections between steel side plates and white oak glued-laminated beams subjected to tension perpendicular-to-grain

More information

LOOK AROUND and you will see the

LOOK AROUND and you will see the Selecting Lumber LOOK AROUND and you will see the many applications of lumber. A great amount is used in building construction, but it is also used for furniture, tool handles, paper, and many more uses.

More information

Glued laminated timber beams repair.

Glued laminated timber beams repair. Glued laminated timber beams repair. Master s Degree Extended Abstract Ricardo Cardoso Henriques da Silva Keywords: glulam, delamination, self-tapping screw, plywood, repair November 2014 1. INTRODUCTION

More information

Benchwork and Roadbed

Benchwork and Roadbed Metro-North Division January 16, 2016 Benchwork and Roadbed Considerations and Suggestions Topics to discuss Different types of benchwork Styles of sub-roadbed What type of lumber? dimensional or plywood?

More information

B.L. Wills D.A. Bender S.G. Winistorfer 1

B.L. Wills D.A. Bender S.G. Winistorfer 1 CONTEMPORARY ISSUES FACING NAIL FASTENERS B.L. Wills D.A. Bender S.G. Winistorfer 1 INTRODUCTION Nails have been used for hundreds of years for a variety of purposes, but it was not until the 19 th century

More information

Effect of shoulders on bending moment capacity of round mortise and tenon joints

Effect of shoulders on bending moment capacity of round mortise and tenon joints Effect of s on bending moment capacity of round mortise and tenon joints Carl Eckelman Yusuf Erdil Eva Haviarova Abstract Tests were conducted to determine the effect of close-fitting s on the bending

More information

Working with Wood and Wood Materials

Working with Wood and Wood Materials Working with Wood and Wood Materials Excerpt from the Bosch Encyclopedia of Power Tools. Written & Published by ROBERT BOSCH GmbH and Robert Bosch Tool Corporation. The grain direction of the fibers determines

More information

YEAR 9 MATERIALS TECHNOLOGY PINE STORAGE BOX KNOWLEDGE BOOKLET

YEAR 9 MATERIALS TECHNOLOGY PINE STORAGE BOX KNOWLEDGE BOOKLET YEAR 9 MATERIALS TECHNOLOGY PINE STORAGE BOX KNOWLEDGE BOOKLET You will be set homework once every two weeks. The information you need to learn is contained in this booklet. There will be a short test

More information

DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER:

DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD, PLASTIC, AND COMPOSITE FASTENINGS REPORT HOLDER: 0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 2442 Reissued 10/2017 This report is subject to renewal 10/2018. DIVISION: 06 00

More information

European Technical Assessment ETA-17/1005 of

European Technical Assessment ETA-17/1005 of ETA-Danmark A/S Göteborg Plads 1 DK-2150 Nordhavn Tel. +45 72 24 59 00 Fax +45 72 24 59 04 Internet www.etadanmark.dk Authorised and notified according to Article 29 of the Regulation (EU) No 305/2011

More information

SECTION ARCHITECTURAL WOODWORK

SECTION ARCHITECTURAL WOODWORK SECTION 06400 ARCHITECTURAL WOODWORK PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Custom Cabinet Units a. Plastic Laminate b. Sound Barrier for Casework 2. Cabinet Hardware B. Related Sections:

More information

Tension Perpendicular to Grain Strength of Wood, Laminated Veneer Lumber, and a Wood Plastic Composite.

Tension Perpendicular to Grain Strength of Wood, Laminated Veneer Lumber, and a Wood Plastic Composite. Tension Perpendicular to Grain Strength of Wood, Laminated Veneer Lumber, and a Wood Plastic Composite. Tracy Hummer, Research Assistant J. Daniel Dolan, Professor Michael Wolcott, Professor Wood Materials

More information

SECTION ARCHITECTURAL WOOD CASEWORK

SECTION ARCHITECTURAL WOOD CASEWORK SECTION 06410 - ARCHITECTURAL WOOD CASEWORK PART 1 GENERAL 1.01 SECTION INCLUDES A. Wood cabinets for opaque finish. B. Flush wood paneling for transparent finish. C. Factory finishing. 1.02 RELATED REQUIREMENTS

More information

Sheet Steel Facts. Most common head design for self-drilling, self-tapping screws.

Sheet Steel Facts. Most common head design for self-drilling, self-tapping screws. Sheet Steel Facts Fastener Guide for Sheet Steel Building Products August, 2003 Fastener Materials Fasteners are manufactured from several materials and coatings. For the purpose of this fact sheet, the

More information

Product Guide Specification

Product Guide Specification VT Industries, Inc. 1000 Industrial Park PO Box 490 Holstein, Iowa 51025 Toll Free (800) 827-1615 Phone (712) 368-4381 Fax (712) 368-4111 Website www.vtindustries.com E-mail info@vtindustries.com Product

More information

SCREW FASTENER SELECTION FOR COLD-FORMED STEEL FRAME CONSTRUCTION

SCREW FASTENER SELECTION FOR COLD-FORMED STEEL FRAME CONSTRUCTION test TECHNICAL NOTE On Cold-Formed Steel Construction $5.00 Cold-Formed Steel Engineers Institute Washington, DC www.cfsei.org 866-465-4732 SCREW FASTENER SELECTION FOR COLD-FORMED STEEL FRAME CONSTRUCTION

More information

order online at

order online at F-2 LENGTHS OF FINGER JOINTS REVERSIBLE By far the most common joint. Requires two heads; one with thick cutter at top of stack and one with thick cutter at bottom of stack. This joint may also be achieved

More information

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

(elpe-* EFFECTS Of TENSION WOOD IN HARDWOOD ILUMI3ER AND VENEER iliri II n mi1 iriinuirliir [Riau W) o EFFECTS Of TENSION WOOD IN HARDWOOD ILUMI3ER AND VENEER Original report dated April 1953 Information Reviewed and Reaffirmed r)-) July 1962 (elpe-* No. 1943 111 1 111111111111iliri II n mi1 iriinuirliir

More information