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Roof Trusses

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Roof Trusses

Definition









Load Load not Load

Transferred Transferred Transferred

Truss Types

• Trusses are categorised into 3 groups

depending on the shape of the top chord



1. Triangular Roof Trusses

2. Crescent roof Trusses

3. Other Types

Triangular Roof Trusses

• Simple Triangular geometric shape

• Web Bracing

• Straight Top Chord

Triangular Roof Trusses

Crescent Roof Trusses

•Top Chord is manufactured with a curved top chord

•The Harbour bridge is a good example

Other Types

• Top Chords may be parallel – such as floor

joist trusses

• Or they may be nearly parallel – such as

bridges

Terminolgy

Roof Truss Members

Roof Truss Panel Points

Roof Truss Stress Types

Parallel Chord Trusses

Top Chord & Bottom Chord are parallel









Used as Rafters

Advantages

•Lighter

•Larger Spans

•Allow for easy access for

services



Disadvantages

•Cannot be site modified

Parallel Chord Trusses

Top Chord & Bottom Chord are parallel









Used as Rafters

Advantages

•Lighter

•Larger Spans

•Allow for easy access for

services



Disadvantages

•Cannot be site modified

•Generally Deeper

Parallel Chord Trusses

Truss Manufacture

• Designed by Structural Engineer

• No Site Modification or repair without

engineer supervision

• Trusses manufactured in controlled factory

conditions to ensure design is strictly followed

Truss Manufacture

• Nailing Plates

– Claw Type, only suitable

for use with a press



– Knuckle type, can be

nailed with a hammer

or pressed

Truss Manufacture

• Member Sizes must be specified by engineer

• Trusses Manufactured in factory in controlled

environment

• Members are assembled and cut in jigs and

presses

Camber



Trusses are manufactured with camber in the

bottom chord

1. To allow for calculated deflection while

dead loads such as Roof Covering &

Ceiling Linings

2. Bottom chord should not be supported

between supports, unless specifically

designed

Transfer of Loads

Click to show load flow on

correctly installed trusses



Tensile Load to

Counteract

Compressive Load









Compression

Load

Internal Wall

No load

Min 12 Clear

in this

Area

Transfer of Loads

Click to show load flow on

incorrectly installed trusses



Bottom Chord is not

designed to take

horizontal load and will

fail









Bottom Chord

Load transmits bearing on

Horizontally to wall. Internal Wall

Support to Trusses

• Top Plates Based on AS 1684 Span Tables

• As no internal support walls, spans are large

• Loads imposed on top plates are greater than

conventional roofs

Top Plates

• Option1

• Using Nominal

Thickness Top Plates

(i.e. 90 x 35)

• Place Studs directly

under trusses

Top Plates

• If Trusses are not

placed directly over

studs

• Top Plates may be

overloaded and

deflect and/or fail

Top Plates

• Option 2

• Increase Top Plate

as per 1684

Top Plates & Girder Truss

• It is always good practice to have studs as per

concentrated loads beneath a girder truss

Lintels

• Similarly Lintels should be sized according to

AS 1684

• As the spans are larger than a conventional

roofs , large members may be required

• An options may be to use C & Z metal lintels

Z Lintels

Lifting Roof Trusses

• Never lift by the Apex

• This will damage the roof trusses

Lifting of Trusses









Note That lifting is done at Panel Points

Bundle Lifting



Ensure that trusses are

tied or banded together

at base

Storage of Trusses

• Trusses should be inspected on delivery

• No site repairs with out design engineers

supervision

• Stored flat on timber dunnage

Carrying of Trusses

Installation of Trusses

Erection of Trusses

Erection of Trusses

• Note – All Trusses need to Temporarily Braced

during Installation









The purpose of temporary bracing is to

hold the trusses plumb & true until

permanent bracing is installed

Erection Tolerances

Erection Tolerances

Complex Roofs

• Trusses can be made to suit just about any

roof shape

Complex Roofs

• Trusses can be made to suit just about any

roof shape

Truss Layout

Trussed Hip Roofs

• Jack End Truss

Hip Truss

Truncated Girder Truss

• Placed at position determined by Engineer

• Will take load of Jack Truss, Hip Truss &

Creeper Truss

• Designed to take more load than other trusses

Truncated Truss

•Placed between girder truss and gathering point

•Important to be placed at specified spacing at they

will increase in height to match the hip end

•Made to similar specification to standard truss as

they take no extra load

Truss Layout – Scotch Valley

Scotch Valley

Saddle or Valley Truss

• Used to form diminishing Minor Roof

• Edges form valley

End Truss Support



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