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Engineered Building Products

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Presentation on theme: "Engineered Building Products"— Presentation transcript:

1 Engineered Building Products
Dilpreet Bajwa Chad Ulven James Helphrey

2 What are Engineered Building Products ?
Engineered wood products can be defined as products consisting of a combination of a smaller components to make a structural product designed using engineering methods. An alternative to traditional sawn lumber.

3 Why use Engineered Building Products ?
Variety of Wood Sources Performance Standard Uniform Properties Efficient use of Resources Economics

4 Type of Engineered Materials
Veneer Based Plywood Laminated Veneer Lumber Parallel Strand Lumber

5 Laminates Glue Laminated Timber Overlayed Materials
Laminated Wood-nonwood Composites

6 Laminate Manufacturing

7 Composite Materials Fiberboard (low, medium and high density)
Hardboard Particle Board Waferboard Flake Board Oriented standboard (OSB) Laminate strand lumber I-Joists

8 Various Composite Materials

9 Wood-NonWood Composites
Wood Fiber-polymer Composites Inorganic-bonded Composites Wood fiber-agricultural Fiber Composites

10 Grade Stamps for Plywood and OSB
Courtesy of TECO and APA

11 Adhesives for Bonding Curing Types
Phenol - Formaldehyde – Construction Plywood and OSB Urea - Formaldehyde – Particle Board, MDF Melamine - Formaldehyde – Decorative Laminates, Paper Coatings Isocyanates – Composites from Strands Bio-Based – Proteins, Glues

12 Important Physical and Mechanical Properties
Density Moisture Content Moisture Absorption and Swelling Linear Expansion Flexure Modulus of Elasticity Modulus of Rupture Tensile Strength Compressive Strength Internal Bond Fastener Holding Capacity

13 Treated Wood Preservatives Fungal Resistance Termite Resistance
Reduced Water Absorption

14 Activity 1 – Analyzing Moisture Content
Objective – To study the moisture characteristics of different engineered materials Materials – Six different engineered wood composite materials Method – ASTM D 1037 (2 hour Soak) Calculate (%) – Water Absorption (WA), Thickness Swelling (TS), Volumetric Change (VC) Formula - % WA = (Soak wt. – Original wt.) / Original wt.*100 Materials 1 2 3 4 5 6 WA (%) TS (%) VC (%)

15 Activity 2 – Designing 3-ply Plywood and Testing its Strength
Objective – To study the effect of grain orientation on strength of 3-ply plywood Materials – Veneer, Glue, Lamination Jig, and Flexural Tester Method – ASTM D 1037, PS 1-07 Plot load versus deflection Calculate Modulus of Elasticity (E), Flexural Strength (FS) Materials 3 ply-Parallel 3 ply-Perpendicular Loads (gram) Deflection (mm) Grain Direction - Par - Parallel Pen - Perpendicular

16 Plywood Manufacturing Process

17 Video of plywood production process http://www. youtube. com/watch
Questions ??


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