Apex/Peak [FR: Faitage]
The uppermost point of a truss
Attic truss/room-in-the-roof [FR: Comble habitable]
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.
Board fitted to conceal roof timbers at GABLE END
Battens [FR: Liteaux]
Small timber members spanning over trusses to support tiles, slates etc.
A member designed to distribute loads over a number of trusses
The part of a truss receiving structural support. This is usually a WALLPLATE but can be an internal wall etc.
Binder [FR: Entretoise/Lisse]
A longitudinal member nailed to trusses to restrain and maintain correct spacing.
Birdsmouth [FR: Entaille/Encoche]
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 [FR: Entretoise/Lisse]
Short timbers fixed between chords to laterally restrain them. They should be at least 70% of the depth of the chords..
A truss type formed by truncating a normal triangular truss.
Bottom chord [FR: Entrait]
See CEILING TIE
Bracing [FR: Contreventements]
This can be Temporary, Stability or Wind Bracing which are described under these headings.
The person responsible for the structural stability and integrity of the building as a whole.
Camber [FR: Contre-flèche]
An upward vertical displacement built into a truss in order to compensate for deflection which might be caused by the loadings.
Cantilever [FR: Porte à faux]
The part of a structural member of TRUSS which extends beyond its bearing.
Ceiling Tie [FR: Entrait]
The lowest member of a truss, usually horizontal which carries the ceiling construction, storage loads and water tank.
Chevron Bracing [FR: CVS ou Contreventement de Stabilité]
Diagonal bracing nailed to the truss in the plane of the specified webs to add stability.
Connector plate/fastener. [FR: Connecteur/Plaque]
See JACK RAFTER
Dead Load [FR: Charge permanente]
The load produced by the fabric of the building, always long term (see DESIGN LOADS).
Deflection [FR: Déformation]
The deformation caused by the 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 [FR: Bi-pente]
A truss with two rafters meeting at the APEX but not necessarily having the same PITCH on both sides.
Eaves [FR: Débord]
The line where the rafter meets the wall.
Eaves joint [FR: Pied]
The part of the truss where the rafter and the ceiling tie intersect. This is usually where the truss is supported.
See RAISED TIE TRUSS.
Horizontal board fitted along the length of the building to the edge of the truss overhangs.
Fastener [FR: Fixation]
Fink Truss [FR: Fermette FW]
The most common type of truss used for dwellings. It is duopitch, the rafter having the same pitch. The webs form a letter W.
A tapered timber member used to give a fall to flat roof areas.
French Heel. [FR: Pied droit/Pied Français]
An EAVES joint where the rafter sits on the ceiling tie
Gable End [FR: Pignon]
The end wall which is parallel to the trusses and which extends upwards vertically to the rafters.
Hip End [FR: Croupe]
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.
The trusses, girders and loose timbers required to form a hip end.
Horn/nib [FR: Tronquage]
An extension of the ceiling tie of a truss (usually monos or bobtailed trusses) which is built into masonry as a bearing.
The load produced by occupancy and use including storage, inhabitants, moveable partitions and snow but not wind. Can be long, medium or short term.
The area where roofs meet
Jack Rafter [FR: Chevron
An infill rafter completing the roof surface in areas such as corners of HIP ENDS or around chimneys.
Live Load [FR: Charge d'Exploitation]
Term sometimes used for IMPOSED LOADS.
Longitudinal Bracing. [FR: Lisse filante / Filant]
Component of STABILITY BRACING
Loose Timber [FR: Bois massif]
Timbers not part of a truss but added to form the roof in areas where trusses cannot be used.
Mono-pitch truss [FR: Fermette Mono pente]
A truss in the form of a right-angled triangle with a single rafter.
Nailplate [FR: Connecteur]
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 accreditation certificate and will be manufactured, usually, from galvanised steel. It is also available in stainless steel.
Node [FR: Noeud]
Point on a truss where the members intersect.
Noggings [FR: Entretoise]
Timber pieces fitted at right angles between the rafters and ceiling ties to form fixing points.
Overhang [FR: Débord]
The extension of a rafter or ceiling tie of a truss beyond its support or bearing.
Design Stresses for grades of timber published in BS5268: Part 2: 1996.
Pitch [FR: Pente]
The angle of the rafter to the horizontal, measured in degrees.
Plate [FR: Plaque/Connecteur]
Purlins [FR: Panne d'aplomb / Panne déverssée]
Timber members spanning over trusses to support cladding or between trusses to support loose timbers.
The point on a rafter where the strut intersects in a FINK TRUSS.
Internal member (WEB) which connects the APEX to a third point on a FINK TRUSS
Rafter [FR: Arbalétrier/Chevron]
The uppermost member of a truss which normally carries the roof covering.
Rafter Diagonal Bracing [FR: AFA Antiflamanement sous arbalétrier]
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.
See VALLEY FRAMES.
A modification produced by the TRUSSED RAFTER DESIGNER to overcome a problem with the truss after its manufacture.
The span of a truss being supported by a girder.
Ridge [FR: Faitage]
The line formed by the truss apexes.
Timber running along a ridge and sandwiched between loose rafters.
Roof Designer [FR: Technicien BE]
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.
See ATTIC TRUSS
Scab [FR: Doublage/Renfort]
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.
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).
Board fixed underneath EAVES overhang along the length of the building to conceal timbers.
Span [FR: Portée]
Span over wallplates is the distance between the outside edges of the two supporting wallplates. This is usually the overall length of the ceiling tie.
Spandrel Panel [FR: Pignon à ossature bois]
A timber frame, triangular panel forming gable wall above ceiling line.
Splice [FR: Joint d'aboutage]
A joint between two members in line using a NAILPLATE or glued finger joint.
Strap [FR: Feuillard métallique]
Metal component designed to fix trusses and wallplates to walls
Internal member connecting the third point and the quarter point on a FINK TRUSSS.
Stub End [FR: Pied tronqué]
An arrangement of diagonal loose timbers installed for safety during erection. Often incorporated with permanent STABILITY and WIND BRACING structures.
Point on the ceiling tie where the internal webs meet in a FINK TRUSS.
Timber Stress Grading [FR: Classe de résistance des bois]
The classification of timber into different structural qualities based on strength (see BS4978: 1996).
Top Chord [FR: Arbalétrier/Arba]
TRADA Quality Assurance Scheme.
Quality control method in truss manufacture administered by the BM TRADA Certification..
Trimmer [FR: Bois de chevêtre]
A piece of timber used to frame around openings.
Truss/Trussed Rafter [FR: Fermette/Ferme]
A lightweight framework, generally but not always triangulated, placed at intervals of 600 mm 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 bracing is required
Truss clip [FR: Equerre]
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 [FR: Sabot/Etrier]
A metal component designed to provide a structural connection and support for a truss to a girder or beam.
Uniformly distributed load [FR: Charge distribuée uniformément]
A load that is uniformly spread over the full length of the member
Valley Board [FR: Planche de noue/pénétration]
A member raking from incoming RIDGE to corner in a valley construction.
Valley Frames/Set [FR: Ferme de pénétration]
Infill frames used to continue the roofline when roofs intersect.
The line where the trussed rafters meet the gable wall.
Wallplate [FR: Sablière]
A timber member laid along the length of the load bearing walls to support the trusses.
Webs [FR: Fiche/Diagonale]
Timber members that connect the rafters and the ceiling tie together forming triangular patterns which transmit the forces between them.
Wind bracing [FR: Poutre au vent]
An arrangement of additional timbers or other structural elements in the roof space, specially designed to transmit wind forces to suitable load-bearing walls.