
When the CFS Stud/Column calculator is the right tool
Use it when the member genuinely acts as a cantilever: fixed (or effectively fixed) at one end, free at the other, carrying axial load through its centroid with lateral load applied along its length. The base fixity and free top are baked into the analysis. You cannot switch them to pinned/roller inside this calculator.When to use the CFS Beam calculator instead
A typical curtain-wall stud sits between a bottom track and a deflection track. It is braced top and bottom for out-of-plane wind, which is a pinned/roller simple-span condition, not a cantilever. For that case, use the CFS Beam calculator instead:- Open the CFS Beam calculator.
- Set the supports to pinned/roller.
- Set the span equal to the stud height.
- Apply the lateral (wind) load along the span as you normally would on a beam.
This is a modeling choice, not a units or input bug. If your CFS Stud/Column result looks about 4x higher than expected under lateral load, the mismatch is almost always cantilever vs. simple-span. Check which support condition actually applies to your member before adjusting inputs.