Stud Framing and Timber Framework
Sole plates, studs and battens · Linear metre calculation · Dimensions and fixings
Many building materials are sold by the linear metre (lm) — studs, plates, joists, battens, trim and channels. Calculating the correct quantity of linear metres is fundamental to planning framing and non-load-bearing partitions. This guide gives a practical overview of common sizes, stud centres, fixings and common calculation mistakes.
What is sold by the linear metre?
- Structural timber — for example 48×98 mm, 48×148 mm, 48×198 mm (studs, plates, joists), depending on the system and loading
- Battens — 36×48 mm, 48×48 mm (roof battens, cladding, insulation fixing)
- Cladding and panelling — vertical and horizontal boarding in various widths
- Steel channels — UW / CW steel profiles for drylining (alternative to timber, depending on the selected system)
- Trim — skirting, coving, architrave (12–21 mm × 50–100 mm)
- Pipes and cables — mechanical and electrical services are also measured per lm
Calculating linear metres of stud framing
Sole plate and top plate
One sole plate and one top plate per wall gives a starting point of 2 × wall length (lm). Openings, corners, joints and trimming should then be added according to the actual wall build-up.
Studs
Number of studs for a wall with 600 mm stud centres:
No. of studs ≈ ⌈Wall length / 0.60⌉ + 1
Example: 4.8 m wall → ⌈4.8 / 0.60⌉ + 1 = 8 + 1 = 9 studs as a simple starting point before adding openings, corners and any extra reinforcement.
Stud length depends on the actual room height, build-up and chosen installation method. Always verify against the selected system before ordering and cutting.
Total lm of studs = number of studs × stud length
Door openings — additional framing
- Door openings often require extra studs and local reinforcement on each side of the opening, but the exact arrangement depends on whether the wall is load-bearing or non-load-bearing and on the selected framing system
- The lintel/header over the opening must follow the chosen system, manufacturer guidance or structural design
- Additional short studs, blocking or bracing may also be required around the opening
Stud frame diagram
Common timber dimensions and applications
| Size | Application | Note |
|---|---|---|
| 48×98 mm | Interior partition wall, studs | Often used with 600 mm o/c spacing for standard board linings |
| 48×148 mm | External wall, heavier stud framing, acoustic wall | Application depends on the system, loading and insulation build-up |
| 48×198 mm | Heavier load-bearing framing | Must be verified by structural design or a documented system |
| 36×48 mm | Battens (roof, cladding) | Standard batten for horizontal cladding |
| 48×48 mm | Battens and bracing | Selection depends on the system and loading |
| 22×48 mm | Counter batten / lighter bracing | Application depends on the roof or wall system |
| 12×58 mm | Skirting board, coving | Trim; order to wall perimeter lm |
| 21×70 mm | Door lining, window casing | Trim around openings |
Additional materials
Fixings
- Sole plate to concrete: use fixings approved for the substrate and loading. Spacing and size must follow the manufacturer's guidance and the chosen system
- Sole plate to timber: use fixings suited to the timber size, substrate and loading. Follow the manufacturer's guidance for screw size and spacing
- Stud to plate: the connection method depends on the selected framing system. Brackets, screws or nails must be suitable for the system and the load
- Typical consumption: fixing quantities vary significantly with the detail, substrate, openings and use of brackets. Use the system drawing or calculator as a check
Vapour control layer tape
- Tape is used at joints and junctions in the vapour control / airtightness layer. Roll consumption varies with detailing, tape width and the selected tape system
- Use a tape specifically rated for vapour control layer (VCL) applications
Acoustic / draught seal tape
- Can be installed between the sole plate and concrete or masonry to improve airtightness and help level out irregularities, depending on the chosen detail
- Choose compressible tape or sealing strip to suit the substrate, airtightness target and the system supplier's recommendations
- Select width and type to suit the plate size and the actual wall detail
Common mistakes
- ✗Forgetting the top plate — sole plate × 2 ≠ total plate lm; you need one of each
- ✗Using room height directly as stud length — actual stud length is room height minus both plate thicknesses
- ✗Ignoring door openings — a 900 mm door opening saves a few studs but adds extra trimmers and a lintel
- ✗Too little cutting waste — always add at least 10%, more for multiple corners and joints
- ✗Mixing nominal and actual timber sizes — verify that the dimensions you are calculating with are real (sawn) dimensions, not nominal
- ✗Forgetting nogging/blocking as extra linear metres running horizontally through the wall
Calculate your materials
Choose the right calculator for the job:
Frequently asked questions
What is the difference between a sole plate and top plate?
The sole plate (bottom plate) is the horizontal board the studs sit on. The top plate is at the top — double top plates are standard in load-bearing walls.
How many studs per linear foot at 16" OC?
At 16" OC spacing you need 0.75 studs per linear foot plus corner and end studs. A quick rule: divide wall length in feet by 1.33 and add 1.
What fasteners are used to attach a bottom plate to concrete?
Use powder-actuated fasteners, concrete screws (Tapcons) or wedge anchors spaced 16–24" OC. A sill gasket or PT lumber is required where the plate contacts concrete.
References
- → AWC — Details for Conventional Wood Frame Construction
- → Steel Framing Alliance — technical guides for steel drylining and partition systems
- → Structural timber manufacturer handbooks (Moelven, Splitkon, Metsä Wood) — available on each manufacturer's website
- → Local building regulations — structural safety requirements for your jurisdiction