Concrete Torsion Check
Whether torsion can be ignored and, if not, how much of the concrete capacity it consumes. ACI 318 lets you neglect torsion below a threshold, which is why most beams are designed without it.
| Width × depth | Tth (kN·m) |
|---|---|
| 300×500 | 6.6 |
| 350×600 | 10.9 |
| 400×700 | 16.7 |
| 500×800 | 28.9 |
| 600×1000 | 52.8 |
Tth = 0.083·λ·√f'c·Acp²/Pcp · ACI 318 §22.7.4.1.
Tu < Tth · Then torsion is ignored.
A clear path from inputs to results.
Whether torsion can be ignored and, if not, how much of the concrete capacity it consumes. ACI 318 lets you neglect torsion below a threshold, which is why most beams are designed without it.
How to use
- Set width (mm).
- Set overall depth (mm).
- Set concrete f'c (mpa).
- Set design torsion (kn·m).
- Read the headline metrics, then check the table for the detail.
The formula
Reference: ACI 318 §22.7.4.1 torsion threshold.
Worked example
At the default inputs
- Width (mm): 350; Overall depth (mm): 600; Concrete f'c (MPa): 32; Design torsion (kN·m): 30
- 1
Threshold Tth: 10.9 kN·m · Design torsion: 30.0 kN·m · Acp²/Pcp: 23 ×10⁶ mm³ · Verdict: Design stirrups
Threshold Tth: 10.9 kN·m · Design torsion: 30.0 kN·m · Acp²/Pcp: 23 ×10⁶ mm³
Interpreting the result
The threshold is 10.9 kN·m against 30.0 kN·m of design torsion.
Assumptions & limitations
- Solid section, no openings.
- No prestress.
Frequently asked questions
When can torsion be ignored?
Below the threshold Tth, which is why most beams are designed without it.
What if it exceeds the threshold?
Closed stirrups and longitudinal steel are required.
Methodology last reviewed 2026-10-22. Results are informational and not financial or engineering advice — see our disclaimer.