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Timber Stud Wall Design

Design light-frame wall studs to Eurocode 5. Analyze external C24 timber walls under combined axial roof loads and lateral wind pressure.

The Core of Timber Frame Construction

Timber frame is the dominant method for low-rise residential construction across the UK and Europe. Whether you are designing a load-bearing external wall or an internal partition, the vertical studs are the “spine” of the structure.

The SPEC Toolbox Stud Wall Calculator automates the complex stability checks of Eurocode 5 (EN 1995-1-1). It allows you to verify standard solid timber sections (e.g., $140 \times 38$, $89 \times 38$ CLS) against buckling and wind deflection, replacing tedious manual interaction calculations.

What This Calculator Does

This tool performs a rigorous analysis of a vertical timber stud as a “Beam-Column” element. It verifies:

Axial Capacity (Nc,Rd): Checks compression strength, automatically calculating the buckling reduction factor (kc) based on wall height and restraint.
Bending Capacity (My,Rd): Checks resistance to lateral wind loads acting on the face of the wall.
Combined Actions (Interaction): The most critical check. It verifies the interaction between axial compression (from roof/floors) and bending (from wind) using Eurocode equations 6.23 and 6.24.
Bearing (fc,90): Checks the compression perpendicular to grain on the bottom plate/rail.
Deflection: Calculates the horizontal deflection of the stud under wind load to prevent damage to finishes (e.g., plasterboard cracking).

Timber Brackets

Technical Guide: Designing to AS 1720.1

1. Buckling & Slenderness ($\lambda$)

A wall stud is a slender column. Its capacity is governed by how easily it buckles under load.

The calculator determines the Slenderness Ratio ($\lambda$) for both axes:

  • Y-axis (Major): Typically the depth of the stud (e.g., 140mm).
  • Z-axis (Minor): The width (e.g., 38mm). Crucial: The tool allows you to specify “Sheathing Restraint” (e.g., OSB/Plasterboard) which effectively prevents minor axis buckling, massively increasing capacity.

2. Combined Axial + Bending

External walls are rarely just columns; they are also beams resisting wind.

Eurocode 5 Clause 6.3.2 requires a non-linear interaction check:

$$\left(\frac{\sigma_{c,0,d}}{k_c \cdot f_{c,0,d}}\right) + \left(\frac{\sigma_{m,y,d}}{f_{m,y,d}}\right) \le 1.0$$

Our tool runs this check for both buckling axes, ensuring the stud doesn’t snap or buckle under the “perfect storm” of heavy snow and high wind.

3. Noggins & Restraints

The effective length ($L_{eff}$) of a stud can be reduced by introducing horizontal noggins (blocking).

You can toggle “Noggins at Mid-height” in the calculator to reduce the buckling length ($L_{cr}$) and optimize your timber section size.

Key Formulas & Parameters

Instability Factor ($k_c$):

$$k_c = \frac{1}{k + \sqrt{k^2 – \lambda_{rel}^2}}$$

This factor reduces the compressive strength of the timber based on its slenderness and straightness ($\beta_c$). The tool applies $\beta_c = 0.2$ for solid timber as per standard Eurocode rules.

Deflection Limits:

  • Instantaneous ($w_{inst}$): Checked against $L/300$ (or user defined limits) to prevent cracking of brittle finishes like render or brick slips.
  • Final ($w_{fin}$): Includes creep effects ($k_{def}$), though for wind loads (Short Term), creep is less critical than for floor joists.

Bearing Check:

$$f_{c,90,d} = \frac{k_{c,90} \cdot k_{mod} \cdot f_{c,90,k}}{\gamma_M}$$

The tool checks if the stud will crush the timber wall plate (sole plate), applying the $k_{c,90}$ enhancement factor (typically 1.25 or 1.5) if the stud is spaced sufficiently apart.

Frequently Asked Questions

Can I design "Double Studs"?

Yes. You can select “2x” or “3x” member configurations (e.g., at window openings). The calculator adjusts the cross-sectional area and moment of inertia to represent the built-up column.

Does it check Fire Resistance?

This module checks Structural (Cold) Design. For fire (e.g., REI 30), use our Char Rate Calculator to check the residual section capacity, or specify a “Fire Check” stud size (e.g., adding 20mm to the width).

What about racking/bracing?

This tool designs the vertical load-bearing studs. It does not calculate the racking resistance of the plywood shear wall itself. We have an upcoming light-frame shear wall calculator that solves for this.