Permanent build-up and self-weight
Use-related action on the supported area
Regional roof snow action where relevant
Used to derive the governing timber modification factor.
Typical spacing for the tributary strip carried by one beam.
Clear span between the two supports.
Width mainly influences shear and bearing reserve.
Height usually has the strongest effect on bending and deflection.
Defines timber strength and stiffness for the check.
Describes the usual moisture exposure in service.
Standard serviceability limit is often checked around L/300 for common timber work.
Think of a timber beam that sits on two supports, for example two walls or a wall and a post line. That is a single-span beam: one member, two support points, one clear span in between.
It is the simplest beam model in timber design, but it still has to carry load safely. A roof beam, floor joist, terrace beam, or small girder may all look simple on site. The check behind them is still about load path, strength, and serviceability.
A single-span beam works like a small bridge. It spans one gap and transfers distributed load into two supports.
That simple support condition matters because it controls the internal forces. For this beam type, the critical bending moment is in the middle of the span, while the highest shear force is near the supports.
The span is the distance between the two supports. If your beam sits between two walls that are 5 m apart, the beam span is 5 m.
Load is everything that acts on the beam. In this tool, the main inputs are area loads in kN/m2, which are converted into a line load for one beam using the spacing.
Every beam bends under load. Too much deflection can lead to cracked finishes, noisy floors, or a soft feel underfoot even when the beam still passes the strength check.
Not all timber has the same strength and stiffness. A class such as C24 gives you a known engineering baseline. Higher classes can carry more stress, but section depth is still often the strongest sizing lever.
The section is the beam width and height. Both matter, but height usually matters more for bending and deflection.
Use this tool for a first pass. Enter realistic loads, define the span and section, choose the material, then read the governing checks.
Select the timber class and the service class. If you are comparing common softwood sections for interior work, C24 in service class 1 is often the starting point.
The tool checks bending, shear, and deflection. Read all three. One beam can pass bending and still fail deflection.
A beam is rarely a stand-alone problem. In a real timber project, one check leads into the next.
Practical rule: start with the beam, because the beam load usually defines the support reactions for the next checks.
This calculator gives you a fast pre-sizing result. It does not replace a structural engineer or a project-specific verification.
For any construction decision with structural relevance, you still need a qualified review. The tool uses simplified assumptions and cannot cover every support condition, detailing case, execution issue, or legal requirement.