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BAA1312 : Engineering Material : Timber

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Able to identify the structure of wood ... One of the earliest materials to be used in building. ... Arris Knot. Splay Knot. Margin Knot. Edge Knot. Face Knot ... – PowerPoint PPT presentation

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Title: BAA1312 : Engineering Material : Timber


1
BAA1312 Engineering Material Timber
2
How many legs do you see
3
BAA1312 Engineering Material
Todays objectives
  • Able to identify the structure of wood
  • Able to identify the type of woods
  • Able to explain the factors affecting the
    strength of timber

4
BAA1312 Engineering Material
An Introduction Timber
  • One of the earliest materials to be used in
    building.
  • Still continues to play a major part in general
    building, particularly in furniture industry.
  • Building parts such as Window Frame, Door Frame,
    Trusses, Wall Panel, Flooring etc using timber
    still in used.

5
BAA1312 Engineering Material
An Introduction Timber (contd)
6
BAA1312 Engineering Material
An Introduction Timber (contd)
7
BAA1312 Engineering Material
An Introduction Timber (contd)
  • Popular material in light construction because of
  • simplicity in fabrication
  • lightness
  • reusability
  • insulation from heat. sound electricity
  • aesthetically pleasing appearance
  • resistance to oxidation, acid attack salt
    attack and salt water
  • environmental compatibility

8
BAA1312 Engineering Material
An Introduction Timber (contd)
  • Some problem associated with the used of timber
    are
  • The material may be very variable due to natural
    defect.
  • Possible distortion when its moisture content
    changes.
  • Fungal and insect attack
  • Not good as fire resistant
  • Easy to creep under load

9
BAA1312 Engineering Material
An Introduction Timber (contd)
  • Nevertheless, with careful selection and
    appropriate use, timber and timber products
    constitute a very valuable range of building
    materials.
  • But, Environmental consideration must taken into
    account

10
BAA1312 Engineering Material
An Introduction Timber (contd)
  • Root System The function
  • Absorbing mineral transfer via the trunk to the
    crown
  • as a anchorage or foundation to withstand wind
    force
  • Growth Structure
  • Crown The function
  • Provide a large catchment area
  • Trunk The function
  • Provides rigidity, mechanical strength and
    height to maintain the crown at level above
    ground.
  • Protects the growth cells and provides a two way
    transport system

11
BAA1312 Engineering Material
  • Annual Rings
  • the growth of wood takes
  • place continuously under
  • the bark in the cambium
  • layer resulting ring
  • Width of ring depends
  • on the rate of growth
  • of the tree.

An Introduction Structure of Wood
Cambium Layer thin (microscopic) layer of wood
cells exists inside the bark
Bark a thin, rough and dense covering that
surrounds the trunk
Pith the center of the log surrounded by the
annual rings
  • The number of rings approximately represents the
    age of the tree

12
BAA1312 Engineering Material
An Introduction Structure of Wood (contd)
13
BAA1312 Engineering Material
An Introduction Structure of Wood (contd)
14
BAA1312 Engineering Material
An Introduction Structure of Wood (contd)
  • Sapwood is the outer part and it contains
    living cells.
  • The trunk place the role to convey a solution
    called sap to the leaves also to support the
    crow at such a height as to ensure a sufficiency
    of air light.
  • As one layer of woods succeeds another, the cell
    in the layers die, cease to function for food
    storage and only useful to give the tree
    stiffness.
  • Heartwood is the inner part of the trunk is
    made of dead tissue
  • which primary function is to provide mechanical
    support to the tree.
  • Heartwood that is the older wood is darker, drier
    and harder than the
  • outer part.

15
BAA1312 Engineering Material
An Introduction Type of Woods
  • Hardwood
  • Softwood

16
BAA1312 Engineering Material
An Introduction Type of Woods - Hardwood
(contd)
Hardwood - trees with broad leaves that are shed
in winter Kayu Keras - Berdaun lebar dan
mempunyai biji benih berkulit - Contoh ???
- Mahogany, oak, maple, redwood, Teak, Keruing,
Jarrah
17
BAA1312 Engineering Material
An Introduction Type of Woods - Softwood
(contd)
  • Softwood - Any species that have needlelike
    leaves and that are generally
  • evergreen.
  • Kayu Lampung
  • Berbentuk kon, daun berbentuk jejarum dan biji
    benih tidak berkulit
  • Contoh ????

- pine, pokok getah,
18
BAA1312 Engineering Material
An Introduction Characteristics of Timber
  • Strength of timber is affected by various of
    factors
  • Density - Ketumpatan
  • Moisture Content - Kandungan Lembapan
  • Temperature - Suhu
  • Grain structure - Struktur ira
  • Condition of growth - Keadaan pertumbuhan
  • Position in tree - Kedudukan
  • Defects - Kecacatan

19
BAA1312 Engineering Material
An Introduction Characteristics of Timber
(contd) Factors affecting Timber Strength
  • Density
  • Density of wood is defined as the mass or weight
    per unit volume (kg/m3)
  • Hardwood density range over 880 kg/m3, while for
    softwood below 720kg/m3.
  • Timbers of young tree has a very low density
  • Weight of timber reduced by drying while most
    strength properties are increased.
  • The higher the density, so the higher its
    mechanical properties such as their stress and
    strength.

20
BAA1312 Engineering Material
An Introduction Characteristics of Timber
(contd) Factors affecting Timber Strength
  • Moisture Content
  • Moisture content in a living tree varies with
    the species.
  • Even in the same species, variation in moisture
    content depends on the age size of the tree and
    its location.
  • Mechanical properties of wood influenced by
    moisture content but modulus elasticity is less
    affected by changes in moisture
  • Strength of wood increase as the moisture
    content decreases
  • Moisture content determined by oven-dry method or
    by electric moisture-meter method
  • Moisture content mass of water present in as
    sample x 100
  • mass of that sample when oven dry

21
BAA1312 Engineering Material
An Introduction Characteristics of Timber
(contd) Factors affecting Timber Strength
  • Temperature
  • Strength of timber decreases, together with
    increasing temperature
  • Permanent loss of strength may happen if wood is
    held at high temperature for a long period.
  • Condition of Growth
  • Environmental factor such as height above the sea
    level, temperature, type of soil, rainfall,
    spacing between the trees have effect on the
    strength of the properties of the timber

22
BAA1312 Engineering Material
An Introduction Characteristics of Timber
(contd) Factors affecting Timber Strength
  • Defects
  • Common defect are cracks, knots and slope of
    grain and occur principally during the growing
    period and the drying process.
  • It can be classifieda) knotsb) shakec)
    splitd) check

23
BAA1312 Engineering Material
An Introduction Characteristics of Timber
(contd) Defects in Timber
  • Defect in Timber
  • Defects can occur in timber at various stage
    during the growing period, during the conversion
    and during the seasoning.
  • Conversion process by which size of the log is
    reduced to a size for use
  • Seasoning the controlled process of the
    moisture content of timber to a level appropriate
    to its end use
  • Defects can reducing its strength and its
    appearance

24
BAA1312 Engineering Material
An Introduction Characteristics of Timber
(contd) Defects in Timber
  • Knots
  • Its natural defect, and reduce the strength of
    timber by interrupting the fibre continuity.
  • Effect of knots depends on their position in the
    section.

Live Knot
Dead Knot
25
BAA1312 Engineering Material
An Introduction Characteristics of Timber
(contd) Defects in Timber
  • Knots
  • Type of Knots
  • Live Knot
  • Intergrow Knot
  • Dead Knot
  • Enclosed Knot
  • Arris Knot
  • Splay Knot
  • Margin Knot
  • Edge Knot
  • Face Knot

26
BAA1312 Engineering Material
An Introduction Characteristics of Timber
(contd) Defects in Timber
  • Shake
  • Shake is the separation of the rings in a piece
    of wood that occurs as it dries. The wood can
    also 'peel' off around the rings, similar to the
    layers of an onion

27
BAA1312 Engineering Material
An Introduction Characteristics of Timber
(contd) Defects in Timber
  • Split
  • Its a complete separation of wood fibers
    usually at the ends, throughout the thickness of
    lumber and parallel to the fiber direction.
  • could affect the durability of timber.

28
BAA1312 Engineering Material
An Introduction Characteristics of Timber
(contd) Defects in Timber
  • Check
  • A "Check" is a long crack that appears as the sap
    wood of a timber shrinks around the heart wood
    over time
  • Checking is the appearance of cracks or splits in
    wood as the wood dries out over time.
  • Checking is not a structural problem, and usually
    occurs only on one or two sides of a beam.

29
BAA1312 Engineering Material
An Introduction Characteristics of Timber
(contd) Defects in Timber
  • Check

30
BAA1312 Engineering Material
An Introduction Characteristics of Timber
(contd) Defects in Timber
  • Decay
  • Whereas weathering is degradation of the wood
    surface, decay (also called rot) affects the full
    volume of wood.
  • Decay is degradation caused by a variety of decay
    fungi that are capable of breaking down the
    structural components of wood for food.
  • The fungi tunnel throughout the full volume of
    the wood, degrading the polymers that form the
    wood cells through a complicated biochemical
    process. Since these polymers give wood its
    strength, considerable loss of strength occurs
    long before visible damage is apparent. Wood
    decay fungi must have adequate moisture to grow.

31
BAA1312 Engineering Material
An Introduction Characteristics of Timber
(contd) Defects in Timber
  • Decay

32
Thank you heroes arent born theyre built
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