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📘 Lecture: Timber Design

1. Introduction

Timber is one of the oldest structural materials used by humans. Even today, despite the rise of
concrete and steel, timber remains a popular choice because it is:

 Renewable and sustainable

 Lightweight but strong

 Easy to work with (cutting, shaping, joining)

 Aesthetically pleasing

Timber design refers to the principles and methods of designing structural members made of
wood — beams, columns, trusses, floors, and roof systems.

However, timber has unique characteristics (anisotropy, variability, susceptibility to decay) that
must be considered in design.

2. Properties of Timber as a Structural Material

A. Mechanical Properties

 Strength: Depends on species, density, and moisture content.

 Anisotropy: Stronger along the grain (longitudinal direction) than across it.

 Elasticity: Timber has relatively low modulus of elasticity compared to steel/concrete →


higher deflections.

B. Physical Properties

 Density: 400–800 kg/m³ (depends on hardwood vs softwood).

 Moisture Content: Strongly affects strength and durability.

 Shrinkage & Swelling: Occurs with changes in moisture.

C. Durability

 Timber is prone to:

o Rot (due to fungi, moisture exposure)

o Termite and insect attack


o Fire (combustible, though large sections char and can retain strength inside).

3. Types of Timber Used in Construction

1. Softwoods (pine, cedar, fir)

o Fast-growing, lightweight, easy to work with.

o Common in framing, trusses, light structures.

2. Hardwoods (oak, mahogany, narra, molave)

o Dense, durable, stronger.

o Used in flooring, heavy structures, and where appearance matters.

3. Engineered Wood Products

o Plywood, laminated veneer lumber (LVL), glued laminated timber (glulam), cross-
laminated timber (CLT).

o Manufactured to improve strength, consistency, and span capabilities.

4. Loads on Timber Structures

Timber members are designed to resist:

 Axial Loads → compression (columns, struts) and tension (ties, trusses).

 Flexure (Bending) → beams, joists, rafters.

 Shear → horizontal shear in beams, vertical shear at supports.

 Combined Loading → members carrying both bending and axial loads (e.g., rafters in
pitched roofs).

5. Limit States in Timber Design

1. Strength Limit State

o Member must resist applied loads without failure.

o Checks for bending strength, shear strength, tension, and compression.

2. Serviceability Limit State


o Member must not deflect or vibrate excessively.

o Consider shrinkage, creep, and long-term deformation.

3. Durability Limit State

o Member must withstand environmental effects (moisture, decay, insects, fire).

6. Design Principles

A. Tension Members (e.g., truss ties)

 Governed by tensile strength parallel to the grain.

 Net section (after bolt holes) must be checked.

B. Compression Members (e.g., posts, columns)

 Governed by compressive strength parallel to the grain.

 Buckling (slender columns) is critical.

C. Flexural Members (e.g., beams, joists)

 Governed by bending strength (fiber stress in bending).

 Shear strength and deflection limits must also be checked.

D. Connections

 Timber is often connected with:

o Bolts and dowels

o Steel plates and nails

o Adhesives (in engineered wood)

 Connection strength is often the weakest link in timber design.

7. Advantages of Timber Structures

 High strength-to-weight ratio.

 Natural thermal and acoustic insulation.

 Renewable and eco-friendly.


 Aesthetic and versatile in architecture.

8. Disadvantages / Challenges

 Anisotropic and variable properties.

 Prone to decay, insects, and fire.

 Limited span and load capacity compared to steel/concrete (unless engineered wood is
used).

 Requires proper seasoning and treatment.

9. Modern Applications of Timber Design

 Traditional Housing: Wooden houses, nipa huts, log cabins.

 Roof Trusses: In schools, warehouses, gymnasiums.

 Bridges: Timber pedestrian and rural road bridges.

 Engineered Wood Structures: High-rise buildings using CLT (Cross-Laminated Timber) in


Europe, US, and Asia.

10. Summary

 Timber design is the process of safely and efficiently using wood as a structural material.

 Must consider its anisotropy, variability, and susceptibility to decay.

 Members are designed for tension, compression, flexure, shear, and connections.

 Serviceability and durability are as important as strength.

 Engineered wood has expanded timber’s role into large-span and high-rise
construction.

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