EC Tables
Load Factors - TCVN 2737:1995
Factor n used to calculate design loads
| Load type | Factor n | Note |
|---|---|---|
| Permanent load (unfavourable) | 1.1 – 1.3 | Depends on material type |
| Permanent load (favourable) | 0.9 | Stability check |
| Imposed - residential floor | 1.2 | q ≤ 2 kN/m² |
| Imposed - office floor | 1.2 | q ≤ 2 kN/m² |
| Concentrated imposed load | 1.2 | P ≤ 1 kN |
| Wind load | 1.2 | Per TCVN 2737 |
| Seismic load | 1.0 | Per TCVN 9386 |
Design load: F = Ftc × n where Ftc is the characteristic load
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