| King Post Truss |
Approximately 5–8 m |
30°–45° |
A central vertical king post connects the apex to the tie beam, with diagonal struts supporting the principal rafters. |
Simple geometry; economical for short spans; relatively quick to fabricate; can provide an attractive exposed-timber appearance. |
Limited spanning capacity; the central post may interfere with attic or loft use; less suitable for wide open-plan spaces. |
Small houses, garages, porches, extensions, cottages, and decorative roof structures. |
Best for short spans and simple roofs |
| Queen Post Truss |
Approximately 8–12 m |
30°–45° |
Two vertical queen posts support the principal rafters and are connected by a horizontal member above the tie beam. |
Spans farther than a king post truss; balanced load distribution; suitable for traditional exposed-timber construction. |
Uses more timber and connections than a king post truss; the internal posts can restrict usable attic space. |
Medium-span residential roofs, halls, barns, workshops, and restoration-style projects. |
Best for medium spans with a traditional appearance |
| Fink Truss |
Approximately 6–12 m |
25°–45° |
W-shaped web members divide the truss into a series of triangular panels, transferring roof loads efficiently to the supports. |
Efficient use of timber; widely adaptable; good strength-to-weight ratio; suitable for factory or site-built roof systems. |
Web members can obstruct attic storage; exposed appearance is more utilitarian; modifications after installation are restricted. |
Detached houses, apartment buildings, garages, low-rise commercial buildings, and standard pitched roofs. |
Best general-purpose option for conventional pitched roofs |
| Howe Truss |
Approximately 8–18 m |
20°–45° |
Diagonal members generally slope toward the centre, working with vertical members to form repeated triangular panels. |
Suitable for longer spans; can carry substantial roof loads; provides a regular structural layout for larger buildings. |
Requires careful connection design; heavier than simpler short-span trusses; internal webs may limit clear space. |
Large residential roofs, agricultural buildings, workshops, halls, and low-rise commercial structures. |
Best for longer spans and higher roof loads |
| Scissor Truss |
Approximately 6–12 m |
Commonly 25°–45° exterior pitch |
Sloping bottom chords create an internal vaulted or partially vaulted ceiling below the roof plane. |
Creates a vaulted ceiling without conventional ceiling joists; improves architectural volume; can support open interior spaces. |
More complex to design; produces higher horizontal forces at supports; may require deeper members and stronger connections. |
Living rooms, open-plan homes, churches, studios, recreational buildings, and vaulted-ceiling spaces. |
Best when an exposed or vaulted interior ceiling is required |
| Raised Tie Truss |
Approximately 6–10 m |
30°–45° |
The tie member is positioned above the wall plate to increase ceiling height while helping restrain the rafters. |
Provides more headroom than a standard tie; useful for partially vaulted rooms; maintains a pitched-roof profile. |
Creates greater outward thrust than a low tie; may require reinforced wall connections or additional structural support. |
Loft conversions, renovated homes, small halls, and rooms requiring increased internal height. |
Best when additional headroom is important |
| Mono-Pitch Truss |
Approximately 4–10 m |
5°–30° |
A single-sloped top chord forms a one-way roof, with web members transferring loads to the supporting walls. |
Works well with modern building forms; supports rainwater collection and daylighting strategies; suitable for extensions and lean-to roofs. |
Unequal support reactions; drainage and wind design require attention; limited compatibility with traditional roof forms. |
Extensions, garages, canopies, workshops, offices, and contemporary residential buildings. |
Best for single-slope roofs and modern extensions |
| Parallel Chord Truss |
Approximately 6–15 m |
Flat or low-slope roof applications |
Top and bottom chords run approximately parallel, with diagonal or vertical web members between them. |
Provides a relatively deep structural zone for insulation and services; useful where a flat or low-slope roof is required. |
Requires accurate design for ponding, deflection, moisture protection, and long-term durability; may be deeper than traditional rafters. |
Flat roofs, floor systems, roofs carrying mechanical services, and commercial or industrial buildings. |
Best for low-slope roofs and integrated service zones |
| Attic Truss |
Approximately 7–12 m |
30°–45° |
Web members are arranged to create a usable central room within the roof space while maintaining a triangulated load path. |
Combines roof support with usable attic accommodation; reduces the need for separate floor framing in some layouts. |
Requires careful planning for stairs, insulation, ventilation, fire safety, and headroom; generally costs more than a standard fink truss. |
Homes with habitable lofts, dormer projects, compact residential buildings, and roof conversions. |
Best when the roof space must become usable accommodation |