Timber – Chapter 5

Chapter 5: Timber — Civil Engineering

5.1 Classification of Trees

The word timber is derived from an old English word timbrian which means to build. Trees are classified according to their mode of growth.

Figure 5.1 — Classification of Trees and Comparison of Soft Wood vs Hard Wood
Classification of trees into exogenous and endogenous types with comparison of softwood versus hardwood properties Top shows tree classification diagram. Exogenous trees increase in bulk by growing outwards with distinct consecutive annual rings. They are subdivided into Conifers yielding soft woods with distinct annual rings and Deciduous yielding hard woods without distinct annual rings. Endogenous trees grow inwards with fibrous mass in longitudinal sections used for bamboo cane palm. Bottom table compares soft wood and hard wood on seven properties: annual rings distinct versus indistinct, colour light versus dark, fire resistance poor versus good, medullary rays indistinct versus distinct, strength strong for direct pull weak for thrust versus equally strong, structure resinous versus non-resinous, weight light versus heavy. Classification of Trees 1. Exogenous Trees Increase in bulk by growing outwards 2. Endogenous Trees Grow inwards; fibrous mass (i) Conifers Soft woods (evergreen) (ii) Deciduous Hard woods (broadleaf) Distinct annual rings Bear cone-shaped fruits Leaves don’t fall in autumn Yield SOFT WOODS Do NOT show distinct annual rings Leaves fall in autumn Yield HARD WOODS Examples: Bamboo, cane, palm Timber from these trees has very limited engineering applications Timber mostly used for engineering belongs to EXOGENOUS category Comparison: Soft Wood vs Hard Wood (from source) Property Soft Wood Hard Wood Annual RingsDistinctIndistinct Colour / Fire ResistanceLight colour; Poor fire resistanceDark colour; Good fire resistance Strength / StructureStrong for direct pull/weak for thrust; Resinous; splits easily; Light weightEqually strong for tension, compression, shear; Non-resinous; close-grained; Heavy Medullary RaysIndistinctDistinct
Fig. 5.1 — Classification of trees (from source). Exogenous trees grow outwards — (i) Conifers (soft woods, distinct annual rings, evergreen, e.g. pine, fir) and (ii) Deciduous (hard woods, no distinct rings, leaves fall in autumn). Endogenous trees grow inwards (bamboo, cane, palm — limited engineering use). Comparison table of soft vs hard wood from source.
Do you know? A single tree can cool the summer heat for an entire day and night and is found better than 20 air-conditioners running for 20 hours. A hectare of trees will produce about 10 tonnes of oxygen which is enough for 45 persons to live for one year.

5.2 Structure of a Tree

From the visibility aspect, structure of a tree divided into two categories: (i) Macrostructure    (ii) Microstructure

Figure 5.2 — Cross-Section of an Exogenous Tree Showing All Structural Parts
Cross-section of an exogenous tree showing all structural layers from pith at centre outward to outer bark Circular cross-section showing concentric layers from inside out: Pith at center small oval, Heart Wood dark inner annual rings surrounding pith, Sap Wood outer annual rings between heart wood and cambium lighter in colour, Cambium Layer thin layer of sap between sap wood and inner bark indicating recent growth, Inner Bark protects cambium, Outer Bark outermost layer consisting of cells of wood fibre also known as cortex. Medullary Rays shown as radial fibres extending from pith to cambium layer holding annual rings of heart wood and sap wood together. Pith (Medulla) Innermost central core Heart Wood Inner annual rings; dark; rigid; imparts strength; dead — takes no part in growth Sap Wood Outer annual rings; lighter colour; contains sap; active growth; also called laburnum Outer Bark (Cortex) Cells of wood fibre; protects cambium Cambium Layer Thin sap layer; indicates recent growth; not yet converted to sap wood Medullary Rays Thin radial fibres from pith to cambium; hold annual rings together Inner Bark Protects cambium layer from any injury Fig. Cross-section of an exogenous tree
Fig. 5.2 — Cross-section of an exogenous tree (from source). Layers from centre outward: Pith (medulla, innermost core) → Heart Wood (dark, rigid, dead, imparts strength) → Sap Wood (lighter, outer rings, active growth, contains sap) → Cambium Layer (thin sap, indicates recent growth) → Inner Bark (protects cambium) → Outer Bark (cortex, cells of wood fibre). Medullary Rays (radial fibres) hold annual rings of heart wood and sap wood together.

5.2.1 Felling of Trees

  • Trees are knocked down or cut down or caused to fall on the ground — known as felling of trees
  • Tree should be cut from a place a little above its roots and very near to the ground level
  • Age of trees for felling: 50–100 years
  • Season for felling: In autumn and spring, sap is in vigorous motion → felling should be avoided. For hilly areas, mid-summer is proper season; for plain areas, mid-winter would be the proper season.

5.3 Defects in Timber

Defects occurring in timber grouped into five categories:

  1. Defects due to conversion
  2. Defects due to fungi
  3. Defects due to insects
  4. Defects due to natural forces
  5. Defects due to seasoning
Figure 5.3 — Defects in Timber: Classification and Types
Classification of defects in timber under five categories with specific defect types listed Five category boxes branching from Defects in Timber: 1 Defects due to Conversion including chip mark diagonal grain torn grain wane. 2 Defects due to Fungi when moisture content above 20 percent and air and warmth present including blue stain brown rot dry rot heart rot sap stain wet rot white rot. 3 Defects due to Insects beetles marine borers termites. 4 Defects due to Natural Forces burls callus coarse grain dead wood druxiness foxiness knots rind galls shakes twisted fibres upsets water stain wind cracks. 5 Defects due to Seasoning bow cup case hardening check collapse honey combing radial shakes split twist warp. Defects in Timber 1. ConversionImproper sawing 2. FungiMoisture >20% 3. InsectsBeetles, borers 4. Natural ForcesGrowth defects 5. SeasoningDrying defects Conversion Defects: • Chip mark (marks by chips on finished surface) • Diagonal grain (improper sawing) • Torn grain (small depression on finished surface) • Wane (original rounded surface on piece) Fungi attack when: • Moisture >20% • Air & warmth present Types of decay: • Blue Stain: sap wood stained bluish • Brown Rot: term for rot/disease • Dry Rot: no free air circulation; improperly ventilated basements/rooms • Heart Rot: branch came out; hollow sound when struck • Wet Rot: alternate dry & wet conditions Insect Defects: • Beetles: form pin- holes ~2mm dia in wood; convert to flour-like powder • Marine Borers: found in salty water; make holes/tunnels; holes up to 25mm dia, 60mm long • Termites (white ants): tunnels inside timber; very fast eating away wood; teak, sal etc. resist attack of white ants Natural Force Defects: • Shakes: cracks partly/completely separate fibres (Cup/Heart/Ring/ Star/Radial/Twisted) • Knots: base of branches broken/cut from tree; sizes: Pin ≤6.5mm; Small 6.5–20mm; Medium 20–40mm; Large >40 • Upsets/Ruptures: wood fibres injured by crushing/compression • Rind Galls: peculiar curved swellings Seasoning Defects: • Bow: curvature in direction of length • Cup: curvature in transverse direction • Case Hardening: exposed surface dries fast; interior = tension • Check: crack that doesn’t extend from one end to other • Collapse: uneven shrinkage flattens • Honey combing: radial & circular cracks in interior • Warp: piece twisted out of shape
Fig. 5.3 — Five categories of defects in timber (from source): (1) Conversion defects (chip mark, diagonal grain, torn grain, wane); (2) Fungi defects (require moisture >20% + air + warmth — blue stain, brown rot, dry rot, heart rot, wet rot); (3) Insect defects (beetles, marine borers, termites); (4) Natural force defects (shakes, knots, upsets, rind galls); (5) Seasoning defects (bow, cup, case hardening, check, collapse, honey combing, warp).

5.4 Preservation of Timber

Preservation of timber carried out to achieve: (i) increase life of timber structures, (ii) make timber structures more durable, (iii) protect from attack of destroying agencies such as fungi, insects etc.

5.4.1 Requirements of a Good Preservative

  • Allow decorative treatment on timber after being applied over timber surface
  • Capable of covering a large area with small quantity
  • Cheap and easily available; free from unpleasant smell
  • Penetrating power into wood fibres should be high — penetrate at least 6 mm to 25 mm depth
  • Durable; should not be affected by light, heat etc.
  • Non-inflammable; quite efficient in killing fungi, insects etc.
  • Safe and harmless for humans and animals
  • Should give pleasant appearance to timber; should not affect strength characteristics
  • Should not be easily washed away by water
  • Should not corrode the metals with which it comes into contact

5.4.2 Types of Preservatives

PreservativeDescriptionUse / Note
1. AsCu TreatmentSpecial preservative developed at Forest Research Institute, Dehradun. Composition: 1 part hydrated arsenic pentoxide (As₂O₅·2H₂O) + 3 parts blue vitriol (CuSO₄·5H₂O) + 4 parts potassium dichromate (K₂Cr₂O₇·2H₂O). Mix 6 parts by weight of AsCu in 100 parts by weight of water.Protection against white ants. Surface can be painted, polished, varnished or waxed.
2. Chemical SaltsWater-borne preservatives; mostly salts dissolved in water. Common: copper sulphate, mercury chloride, sodium fluoride, zinc chloride. Odourless and non-inflammable.General preservation
3. Coal TarTimber surface coated with hot coal tar with help of brush — process called tarring. Has unpleasant smell and appearance. Makes timber unsuitable for painting.Cheap and fire resistant
4. Creosote OilObtained by distillation of tar. Creosoling process: timber thoroughly seasoned and dried → placed in airtight chamber → air pumped out → creosote oil pumped under high pressure 7–10 kg/cm² at ~50°C → kept 1–2 hours → taken out. Black or brown liquid, weakly affected by water.Practically doubles life of timber. Used for piles, railway sleepers. Penetration: 1–2 mm only.
5. Oil PaintsTimber surface coated with 2–3 coats of oil paint. Wood should be seasoned first.Preserves from moisture; makes durable
6. Solignum PaintsHighly toxic in nature; mixed with colour pigment; applied in hot state with brushPreserves from white ants

5.4.3 Methods for Preservation

  • (1) Brushing   (2) Charring   (3) Dipping and steeping   (4) Hot and cold open tank treatment   (5) Injecting under pressure   (6) Spraying
  • Injecting under pressure: Most effective method of treating timber; usually adopted in creosoling; requires special treatment plant; used for non-durable timbers in places of attack by fungi and insects
  • Charring: Rather old method; surface kept wet for half hour then burnt up to depth of about 15 mm over wood fire; charred portion cooled with water. Layer of coal formed — not affected by moisture or white ants, fungi. Used for lower ends of posts for fencing, telephone poles.

5.5 Fire Resistance of Timber

  • Timber classified as refractory and non-refractory w.r.t. fire resistance
  • Refractory timber: non-resinous; does not catch fire easily. Examples: sal, teak, etc.
  • Non-refractory timber: resinous; catches fire easily. Examples: chir, deodar, fir, etc.
  • To make timber more fire-resistant, two methods adopted:
  • 1. Application of Special Chemicals: Two coats of solution of borax or sodium arsenate at 2% strength are quite effective. When temperature rises — chemicals melt or give off gases which hinder or forbid combustion. When wood treated with antipyrine, it does not inflame at high temperature, merely moulds.
  • 2. Sir Abel’s Process: Timber surface cleaned and coated with dilute solution of sodium silicate; cream-like paste of slaked fat lime is applied; finally concentrated solution of silicate of soda applied. Quite satisfactory in making timber fire-resistant.

5.6 Seasoning of Timber

By seasoning, the excess water of timber is extracted in such a way that the moisture content in timber corresponds to the required moisture content for the environments in which it is to be used.

5.6.1 Objects of Seasoning

  • (i) To allow timber to burn readily if used as fuel
  • (ii) To decrease weight of timber and thereby lower cost of transportation and handling
  • (iii) To make timber safe from attack of fungi and insects
  • (iv) To reduce tendency of timber to crack, shrink and warp
  • (v) To make timber fit for receiving treatment of paints, preservatives, varnishes etc.
  • (vi) To impart hardness, stiffness, strength and better electrical resistance to timber
Figure 5.4 — Methods of Seasoning and Comparison: Natural vs Kiln Seasoning
Methods of seasoning timber showing natural seasoning air seasoning and five methods of artificial seasoning with comparison table of natural versus kiln seasoning Top shows two main categories: Natural Seasoning also called air seasoning where moisture reduces to 10-20 percent outdoors simple economical slow process, and Artificial Seasoning with five methods: Boiling affects elasticity and strength, Chemical seasoning salt seasoning interior dries first, Electrical seasoning most rapid uses high frequency alternating currents, Kiln seasoning in airtight chamber at 35-38 degrees C, Water seasoning timber immersed in running water 2-4 weeks sap washed away. Bottom comparison table shows natural versus kiln seasoning on six properties: moisture content difficult to reduce below 15-18 percent versus any desired level, nature simple economical versus expensive technical, quality of timber air seasoned more liable to fungal attack versus kiln seasoned, space requires more space versus less, speed slow process versus quick, strength gives stronger timber versus slightly weaker. Methods of Seasoning 1. Natural Seasoning (Air Seasoning — natural air) Simple and economical Moisture → 10–20% Depends on climatic conditions Sections >100 mm: use natural seasoning (kiln too costly) Disadvantage: difficult to control; air seasoned → more liable to fungi 2. Artificial Seasoning (5 sub-methods) (i) Boilingaffects elasticity & strength (ii) ChemicalSalt seasoning; interior dries first (iii) ElectricalMost rapid; high freq. AC (iv) Kiln35–38°C; airtight chamber (v) Water SeasoningRunning water 2–4 weeks; sap washed Table: Comparison between Natural Seasoning and Kiln Seasoning Item Natural Seasoning Kiln Seasoning Moisture ContentDifficult to reduce below 15–18%Can be reduced to any desired level NatureSimple and economicalExpensive and quite technical Quality of TimberAir seasoned: more liable to fungal and insect attackKiln seasoned: less liable to fungal and insect attack Space / SpeedRequires more space; slow processRequires less space; quick process StrengthGives stronger timberGives kiln weaker timber (slightly) Defects in SeasoningUneven drying may cause end splittingDrying of different surfaces even and uniform
Fig. 5.4 — Methods of seasoning timber (from source). Natural (air) seasoning: moisture reduces to 10–20%, simple, economical, slow. Artificial seasoning: (i) Boiling (affects elasticity), (ii) Chemical/salt seasoning (interior dries first), (iii) Electrical (most rapid, high frequency AC), (iv) Kiln seasoning (35–38°C airtight chamber), (v) Water seasoning (running water 2–4 weeks). Comparison table shows natural vs kiln seasoning on 6 properties.

5.6.3 Conversion of Timber

The process by which timber is cut and sawn into suitable sections is known as the conversion.

MethodDescriptionAdvantage / Note
Ordinary Sawing (Bastard/Flat/Slab sawing)Saw cuts tangential to annual rings; right through cross-section. Log moved forward and backward on platform of sawing mill.Very easy and quick; most economical; minimum wastage of useful timber. However, planks obtained liable to warp and twist as result of unequal shrinkage.
Quarter SawingSaw cuts tangential to annual rings; they meet each other at right anglesMay produce fine figure wood when adopted for timber having no distinct medullary rays
Tangential Sawing (Plain/Flat grained)Saw cuts tangential to annual rings; they meet each other at right angles. Adopted when annual rings are very distinct and medullary rays are not clearly defined.Planks obtained warp too much because section is weak as medullary rays which impart strength are cut
Radial Sawing (Rift sawing)Saw cuts made radially in parallel direction to medullary raysUsed for conversion of hard timber; shrinks and warps to less degree; distorted to minimum; strongest method
Strength of sawing (descending): Radial > Quarter > Ordinary > Tangential  |  Allow for shrinkage: About 3 mm to 6 mm

5.7 Market Forms of Timber

TermDefinition (from source)
BattenTimber piece whose breadth and thickness do not exceed 50 mm
BaulkRoughly squared timber piece; removing bark and sap wood; one cross-sectional dimension exceeds 50 mm; other exceeds 200 mm
BoardPlank i.e. timber piece with parallel sides; thickness less than 50 mm; width exceeds 150 mm
DealPiece of soft wood with parallel sides; thickness 50–100 mm; width does not exceed 230 mm
EndShort piece of batten, deal, scantling etc.
LogTrunk of tree obtained after removal of branches
PlankTimber piece with parallel sides; thickness less than 50 mm; width exceeds 50 mm
PoleSound long log of wood; diameter does not exceed 200 mm; also known as a spar
QuarteringSquare piece of timber; length of side being 50 mm to 150 mm
ScantlingTimber piece whose breadth and thickness exceed 50 mm but less than 200 mm in length

5.7.1 Industrial Timber

Veneers

  • Thin sheets or slices of wood of superior quality; thickness 0.40 mm to 6 mm or more
  • Obtained by rotating a log of wood against a sharp knife of rotary cutter
  • Veneers after being removed are dried in kilns to remove moisture
  • Used to produce plywoods, battenboards and laminboards
  • Indian timbers suitable for veneers: mahogany, oak, rosewood, sissoo, teak etc.

Plywoods

  • Three or more veneers in odd numbers placed one above other with direction of grains of successive layers at right angles to each other
  • Held in position by application of suitable adhesives
  • The placing of veneers normal to each other increases longitudinal and transverse strengths of plywood
  • Pressure applied on plywood: 7–14 kg/cm²
  • Advantages: expansion and shrinkage comparatively very low; elastic; do not split in axial direction; possess uniform tensile strength in all directions
  • NOT suitable in situations subjected to direct shocks or impacts

5.8 Qualities of Good Timber

QualityDescription
1. AppearanceFreshly cut surface of timber should exhibit hard and shining appearance
2. ColourColour of timber should preferably be dark. Light colour usually indicates timber with low strength
3. DefectsGood timber should be free from serious defects such as dead knots, flaws, shakes etc.
4. DurabilityShould be durable; capable of resisting action of fungi, insects, physical agencies and mechanical agencies
5. ElasticityProperty by which timber returns to original shape when load causing deformation is removed. Elasticity of timber = 1.0 × 10¹ – 1.5 × 10⁴ N/mm²
6. FibresTimber should have straight fibres
7. Fire resistanceTimber is bad conductor of heat. Dense wood offers good resistance to fire.
8. HardnessShould be hard — should offer resistance when being penetrated by another body. Chemicals + density impart hardness.
9. Mechanical wearShould not deteriorate easily due to mechanical wear or abrasion. Essential where timber subject to traffic.
10. ShapeShould be capable of retaining shape during conversion or seasoning — should not bow or warp or split
11. SmellShould have sweet smell. Unpleasant smell indicates decayed timber.
12. SoundGood timber gives a clear ringing sound when struck. Dull heavy sound → decayed timber.
13. StrengthShould be strong for working as structural member (joist, beam, rafter). Capable of taking loads slowly or suddenly.
14. StructureShould be uniform; fibres firmly added; medullary rays hard and compact
15. ToughnessShould be tough — capable of offering resistance to shocks due to vibration. Essential for tool handles, motor car parts.
16. Water permeabilityShould have low water permeability measured by quantity of water filtered through unit surface area of specimen of wood
17. WeightTimber with heavy weight is considered to be sound and strong

5.9 Important Indian Timber Trees

Timber TreeUse / Characteristics
BabulBodies and wheels of bullock carts, agricultural instruments, tool handles, well kerbs, making cabinets
BanyanUsed for aerial roots; tent poles, well curbs etc.
BenteakBuilding construction, boat construction, furniture
DeodarCheap furniture, railway carriages, railway sleepers, packing boxes, structural work
GuavaMaking toys, handles of instruments, engraving work
HopeaOrdinary house construction, railway sleepers, piles, boat building
KathalNot attacked by white ants. Used for piles, platforms of wooden bridges, door and window panels
MulberryStrong, tough and elastic; takes up clean finish; can be well seasoned. Weight after seasoning ~650 kg/m³. Used for baskets and sport goods (hockey sticks, tennis rackets, cricket bats)
OakUsed for preparing sport goods
Rosewood or BlackwoodFurniture of superior quality, cabinet work, ornamental carvings
SalRailway sleepers, ship building, bridges, structural work. Sal poles used as foundation piles.
SissooHigh class furniture, plywoods, bridge piles, sport goods, railway sleepers. Very good material for decorative works and carvings.
ToonFurniture, packing boxes, cabinet making, door panels
Moisture content in well seasoned timber: 4% to 6%

Chapter 5: Timber — Civil Engineering · Construction Materials
All technical data as per source material and IS specifications

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