Steel · Fire, corrosion & serviceability
Deflection limits checker calculator
Maximum deflection of simply supported, propped, fixed or cantilever members under UDL and point load, against selectable limits.
Standard: AS/NZS 1170.0 Appendix C (typical limits)
Inputs in the worked example
The live calculator starts with these values; change any of them and every result, check and diagram updates instantly.
| Input | Value | Unit |
|---|---|---|
| Support | Simply supported | |
| Span | 6 | m |
| Service UDL | 8 | kN/m |
| Service point load (mid / tip) | 0 | kN |
| E | 200000 | MPa |
| I | 142000000 | mm⁴ |
| Limit span/ | L/250 general floors |
Worked example — results
| Result | Value | Unit |
|---|---|---|
| UDL coefficient | 0.013 | |
| Point load coefficient | 0.021 | |
| Deflection | 4.75 | mm |
| Limit | 24.00 | mm |
- ✓ Deflection within limit
Method, formulas and assumptions
- UDL coefficient = CHOOSE(1,5/384,1/185,1/384,1/8) = 0.013021
- Point load coefficient = CHOOSE(1,1/48,1/107.3,1/192,1/3) = 0.020833
- Deflection = (0.013021*8*(6*1000)^4+0.020833*0*1000*(6*1000)^3)/(2.000e+5*1.420e+8) = 4.7535 mm
- Limit = 6*1000/250 = 24 mm
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For preliminary design and education. Check every result against the current standard and your own engineering judgement before use.