A Top

APEX/PEAK
The uppermost point of a TRUSS.

ASYMMETRIC TRUSS
A truss with two rafters meeting at the APEX, having a different pitch on both sides.

ATTIC TRUSS/ROOM-IN-THE-ROOF
A truss which forms the top storey of a dwelling, but allows the area to be habitable by leaving it free of internal WEB members. This will be compensated by larger timber sizes elsewhere.

B Top

BARGEBOARD
Board fitted to conceal roof timbers at GABLE END.

BATTENS
Small timber members spanning over trusses to support tiles, slates, etc.

BEARER
A member designed to distribute loads over a number of trusses.

BEARING
The part of a truss receiving structural support. This is usually a WALLPLATE but can be an internal wall etc.

BINDER
Timber member or timber beam installed at ceiling level supporting other timber or trusses, generally supported by multiply trusses on either side.

BIRDSMOUTH
A notch in the underside of a RAFTER to allow a horizontal seating at the point of support (usually used with RAISED TIE TRUSSES).

BLOCKING
Short timbers fixed between chords to laterally brace them. They should be at least 70% of the depth of the CHORDS.

BOBTAIL
A truss type formed by truncating a normal triangular truss.

BOTTOM CHORD
See CEILING TIE.

BRACING
This can be Temporary, Stability or Wind Bracing which are described under these headings.

BUILDING DESIGNER
The person responsible for the structural stability and integrity of the building as a whole.

C Top

CAMBER
An upward vertical displacement built into a truss in order to compensate for deflection which might be caused by the loadings.

CANTILEVER
The part of a structural member or TRUSS which extends beyond one or both of its bearings.

CEILING TIE
The lowest member of a truss, usually horizontal which caries the ceiling construction, storage loads and water tank.

CHEVRON BRACING
Diagonal bracing nailed to the truss in the plane of the specified webs to add stability

CHORDS
Refer to the Top and Bottom Chords which are respectively the RAFTER and CEILING TIE.

CONCENTRATED LOAD
A load applied at a point.

CONNECTOR PLATE/FASTENER
See NAILPLATE.

CRIPPLE RAFTER
See JACK RAFTER.

D Top

DEAD LOAD
The load produced by the fabric of the building, always long term, (see DESIGN LOADS).

DEFLECTION
The deformation caused by the loads.

DESIGN LOADS
The loads for which the unit is designed. These consider the duration of the loads -long term, medium term, short term and very short term.

DUO/DUAL PITCH TRUSS
A truss with two rafters meeting at the APEX having the same pitch on both sides.

DWANGS
See NOGGINGS.

E Top

EAVES
The line where the rafter meets the wall.

EAVES JOINT/HEEL
The part of the truss where the rafter and the ceiling tie intersect. This is usually where the truss is supported.

EXTENDED RAFTER
See RAISED TIE TRUSS.

F Top

FASCIA
Horizonital board fitted along the length of the building to the edge of the truss overhangs.

FASTENER
See NAILPLATE.

FINK TRUSS
The most common type of truss used for dwellings. It is duo-pitch, the rafters having the same pitch. The webs form a letter W

FIRRING PIECE
A tapered timber member used to give a fall to flat roof areas.

FRENCH HEEL
An EAVES joint where the rafter sits on the ceiling tie.

G Top

GABLE END
The end wall which is parallel to the trusses and which extends upwards vertically to the rafters.

GABLE LADDER
Components used to form an overhang at the gable end.

GIRDER TRUSS
A truss made up of two or more fixed together and designed to take exceptional loads, such as those imposed by other trusses fixed to it.

H Top

HEEL
See EAVES JOINT.

HIP BOARD
A member sloping from ridge to corner in a HIP END construction.

HIP END
An alternative to a GABLE END where the end wall finishes at the same height as the adjacent walls. The roof inclines from the end wall. usually (but not always) at the same PITCH as the main trusses.

HIP SET
The trusses, girders and loose timbers required to form a hip end.

HORN/NIB
An extension of the ceiling tie of a truss (usually monos or bobtailed trusses) which is built into masonry as a bearing.

I Top

IMPOSED LOAD
The load produced by occupancy and use including storage, inhabitants, moveable partitions and snow, but not wind. Can be long, medium or short term.

INTERNAL MEMBER
See WEB.

INTERSECTION
The area where roofs meet.

J Top

JACK RAFTER
An infill rafter completing the roof surface in areas such as corners of HIP ENDS or around chimneys.

L Top

LIVE LOAD
Term sometimes used for IMPOSED LOADS.

LONGITUDINAL BRACING
Component of STABILITY BRACING.

LOOSE TIMBER
Timbers not part of a truss but added to form the roof in areas where trusses cannot be used.

M Top

MONO-PITCH TRUSS
A truss in the form of a right-angled triangle with a single rafter.

N Top

NAILPLATE
Metal PLATE having integral teeth punched from the plate material. It is used for joining timber in one plane with no overlap. It will have an Agrement Certificate and will be manufactured, usually, from galvanised steel. It is also available in stainless steel.

NIB
See HORN.

NODE
Point on a truss where the members intersect.

NOGGINGS
Timber pieces fitted at right angles between the rafters and ceiling ties to form fixing points.

O Top

OVERHANG
The extension of a rafter or ceiling tie of a truss beyond its support or bearing.

P Top

PART PROFILE
See bobtail

PEAK
See APEX.

PERMISSIBLE STRESSES
Design Stresses for grades of timber published in IS 444.

PITCH
The angle of the rafter to the horizontal, measured in degrees.

PLATE
See NAILPLATE.

PLATE LOCATION/POSITION TOLERANCE
Acceptable deviation from specified location for the plate on a truss. This is usually 5mm but can be specified greater.

POLE PLATE
Timber used in cantilevered hips to support loose timbers.

PURLINS
Timber members spanning over trusses to support cladding or between trusses to support loose timbers.

Q Top

QUARTER POINT
The point on a rafter where the strut intersects in a FINK TRUSS.

QUEEN
Internal member (web) which connects the APEX to a third point on a FINK TRUSS.

R Top

RAFTER
The uppermost member of a truss which normally carries the roof covering.

RAFTER DIAGONAL BRACING
Component of Stability BRACING.

RAISED TIE TRUSS
A truss which is supported at a point on the rafter which is beyond the point where the rafter meets the ceiling tie.

REDUCING TRUSSES
See VALLEY SETS.

REMEDIAL DETAIL
A modification produced by the TRUSSED RAFTER DESIGNER to overcome a problem with the truss after its manufacture.

RETURN SPAN
The span of a truss being supported by a girder.

RIDGE
The line formed by the truss apexes.

RIDGEBOARD
Timber running along a ridge and sandwiched between loose rafters.

ROOF DESIGNER
The person responsible for the roof structure as a whole, and who takes into account its stability and capability of transmitting wind forces on the roof to suitable load-bearing walls.

ROOM-IN-THE-ROOF
See ATTIC TRUSS.

S Top

SCAB
Additional timber fitted to the side of a truss to effect a local reinforcement, particularly in RAISED TIE TRUSSES.

SETTING-OUT-POINT
The point on a truss where the undersides of the rafter and ceiling tie meet.

SKEW NAILING
A method of fixing trusses to the wallplate by driving nails at an angle through the truss into the wallplate which is generally not recommended. (See TRUSS CLIP.)

SOFFIT
Board fixed underneath EAVES overhang along the length of the building to conceal timbers.

SPAN
Span over wallplate is the distance between the outside edges of the two supporting wallplates. This is usually the overall length of the ceiling tie.

SPANDREL PANEL
A timber frame, triangular panel forming gable wall above ceiling line.

SPLICE
A joint between two members in line using a NAILPLATE or glued finger joint

SPREADER BEAM
See BEARER.

STABILITY BRACING
An arrangement of additional timbers fixed in the roof space to provide lateral support to the trusses.

STRAP
Metal component designed to fix trusses or wallplates to walls.

STRUT
Internal member connecting the third point and the quarter point on a FINK TRUSS.

STUB END
See BOBTAIL.

T Top

TEMPORARY BRACING
An arrangement of diagonal loose timbers installed for safety during erection. Often incorporated with permanent STABILITY and WIND BRACING structures.

THIRD POINT
Point on the ceiling tie where the internal webs meet on the ceiling tie in a FINK TRUSS.

TIMBER STRESS GRADING
The classification of timber into different structural qualities based on strength (see I.S. 127).

TRIMMER
A piece of timber used to frame around openings.

TRUSS/TRUSSED RAFTER
A lightweight framework, generally but not always triangulated, placed at intervals of 600mm to support the roof. It is made from timber members of the same thickness, fastened together in one plane using nailplates or plywood gussets.

TRUSSED RAFTER DESIGNER
The person responsible for the design of the TRUSSED RAFTER as a component, and for specifying the points where design/compression bracing is required.

TRUSS CLIP
A metal component designed to provide a safe structural connection of trusses to wallplates. Also to resist wind uplift and to remove the damage caused by SKEW NAILING.

TRUSS SHOE
A metal component designed to provide a structural connection and support for a truss to a girder or beam.

U Top

UNIFORMLY DISTRIBUTED LOAD
A load that is uniformly spread over the full length of the member.

V Top

VALLEY BOARD
A member raking from incoming RIDGE to corner in a valley construction.

VALLEY FRAMES/SET
Infill frames used to continue the roofline when roofs intersect.

VERGE
The line where the trussed rafters meet the gable wall.

W Top

WALLPLATE
A timber member laid along the length of the load-bearing walls to support the trusses. This must be at least 75mm wide.

WEBS
Timber members that connect the rafters and the ceiling tie together forming triangular patterns which transmit the forces between them.

WIND BRACING
An arrangement of additional timbers, or other structural elements in the roof space, specially designed to transmit wind forces to suitable load-bearing walls.

WOLFCHORDS
Are composite beams consisting of two timbers, plated together to form a deeper section. They can be used as simple beams or incorporated into a trussed rafter to reinforce a highly stressed member. They are often used in raised tie trusses. They are sometimes referred to by others as Superchords, Stackchords or Twinachords.

Wolf Systems Ltd © 2008