Combinations
| Combination | Description | SUM-SW | SUM-SDL | SUM-PT | SUMF-CS | SUMD-CS | Traffic.sup | Brake.sup | WindS.sup | WindT.sup | TempF-U.sup | TempD-U.sup | TempG.sup | Settle.sup | EQ.sup | |||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Max | Min | Max | Min | Max | Min | Min/Max | Min/Max | Min/Max | Min/Max | Min/Max | Min/Max | Min/Max | Min/Max | Min/Max | Min/Max | Min/Max | ||
| Comb1.sup | SERVICE I | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.20 | 1.00 | 1.00 | 0.30 | 1.00 | 1.00 | 1.20 | 0.50 | 1.00 | - |
| Comb2.sup | SERVICE II | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.20 | 1.30 | 1.30 | - | - | 1.00 | 1.20 | - | - | - |
| Comb3.sup | SERVICE III | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.20 | 0.80 | 0.80 | - | - | 1.00 | 1.20 | 0.50 | 1.00 | - |
| Comb4.sup | SERVICE IV | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.20 | - | - | 0.70 | - | 1.00 | 1.20 | - | 1.00 | - |
| Comb11.sup | STRENGTH I | 1.25 | 0.90 | 1.50 | 0.65 | 1.00 | 1.00 | 0.50 | 1.20 | 1.75 | 1.75 | - | - | 0.50 | 1.20 | - | 1.00 | - |
| Comb12.sup | STRENGTH II | 1.25 | 0.90 | 1.50 | 0.65 | 1.00 | 1.00 | 0.50 | 1.20 | 1.35 | 1.35 | - | - | 0.50 | 1.20 | - | 1.00 | - |
| Comb13.sup | STRENGTH III | 1.25 | 0.90 | 1.50 | 0.65 | 1.00 | 1.00 | 0.50 | 1.20 | - | - | 1.40 | - | 0.50 | 1.20 | - | 1.00 | - |
| Comb14.sup | STRENGTH IV | 1.50 | 0.90 | 1.50 | 0.65 | 1.00 | 1.00 | 0.50 | 1.20 | - | - | - | - | 0.50 | 1.20 | - | - | - |
| Comb15.sup | STRENGTH V | 1.25 | 0.90 | 1.50 | 0.65 | 1.00 | 1.00 | 0.50 | 1.20 | 1.35 | 1.35 | 0.40 | 1.00 | 0.50 | 1.20 | - | 1.00 | - |
| Comb16.sup | EXTREME EVENT I | 1.25 | 0.90 | 1.50 | 0.65 | 1.00 | 1.00 | - | - | 1.00 | 1.00 | - | - | - | - | - | - | 1.00 |
| Comb17.sup | EXTREME EVENT II | 1.25 | 0.90 | 1.50 | 0.65 | 1.00 | 1.00 | - | - | 0.50 | 0.50 | - | - | - | - | - | - | - |
| Comb18.sup | FATIGUE | - | - | - | - | - | - | - | - | 0.75 | 0.75 | - | - | - | - | - | - | - |
Abstract of predefined Load-Combinations
Combination I and II - "permanent loads"
- Comb.I: t=0
- Comb.II: t=oo
SERVICE - Combinations III to VII
- Comb.III: SERVICE I (incl. Live load)
- Comb.IV: SERVICE I (excl. Live load)
- Comb.V: SERVICE II
- Comb.VI: SERVICE III
- Comb.VII: SERVICE IV
- Comb.VIII: SERVICE I - deflection (incl. live load)
- Comb.IX: SERVICE I - deflection (excl. live load)
STRENGTH - Combinations XI to XV
- Comb.XI: STRENGTH I
- Comb.XII: STRENGTH II
- Comb.XIII: STRENGTH III
- Comb.XIV: STRENGTH IV
- Comb.XV: STRENGTH V
EXTREME - Combinations XVI to XVII
- Comb.XVI: EXTREME I (earthquake)
- Comb.XVII: EXTREME II (collision by vessels)
| Combination | Description | SUM-SW | SUM-SDL | SUM-PT | SUM-CSt0 | SUM-Cstinf | LM1-TS.sup | LM1-UDL.sup | PedL.sup | Brake.sup | WindS+T.sup | WindS+T.sup | Temp.sup | Settle.sup | EQ.sup | |||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Max | Min | Max | Min | Max | Min | Min/Max | Min/Max | Min/Max | Min/Max | Min/Max | Min/Max | Min/Max | Min/Max | Min/Max | Min/Max | Min/Max | ||
| Characteristic comb. | ||||||||||||||||||
| Comb1.sup | SLS - (Pm) | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | (AND) 1.00 | 1.00 | 1.00 | - | - | - | 0.60 | - | 1.00 | - |
| Comb2.sup | SLS - (t=0) | 1.00 | 1.00 | 1.00 | 1.00 | 1.10 | 1.10 | 1.00 | - | 1.00 | 1.00 | - | - | - | 0.60 | - | 1.00 | - |
| Comb3.sup | SLS - (t=oo) | 1.00 | 1.00 | 1.00 | 1.00 | 0.90 | 0.90 | 1.00 | 1.00 | 1.00 | 1.00 | - | - | - | 0.60 | - | 1.00 | - |
| Comb4.sup | SLS - (Pm) | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | (AND) 1.00 | 1.00 | 1.00 | 0.40 | - | - | - | 0.60 | 1.00 | - |
| Comb5.sup | SLS - (t=0) | 1.00 | 1.00 | 1.00 | 1.00 | 1.10 | 1.10 | 1.00 | - | 1.00 | 1.00 | 0.40 | - | - | - | 0.60 | 1.00 | - |
| Comb6.sup | SLS - (t=oo) | 1.00 | 1.00 | 1.00 | 1.00 | 0.90 | 0.90 | 1.00 | 1.00 | 1.00 | 1.00 | 0.40 | - | - | - | 0.60 | 1.00 | - |
| Frequent comb. | ||||||||||||||||||
| Comb7.sup | SLS - (t=0) | 1.00 | 1.00 | 1.00 | 1.00 | 1.10 | 1.10 | 1.00 | - | 0.75 | 0.40 | - | - | - | - | 0.50 | 1.00 | - |
| Comb8.sup | SLS - (t=oo) | 1.00 | 1.00 | 1.00 | 1.00 | 0.90 | 0.90 | 1.00 | 1.00 | 0.75 | 0.40 | - | - | - | - | 0.50 | 1.00 | - |
| Quasi-permanent comb. | ||||||||||||||||||
| Comb9.sup | SLS - (t=0) | 1.00 | 1.00 | 1.00 | 1.00 | 1.10 | 1.10 | 1.00 | - | - | - | - | - | - | - | 0.50 | 1.00 | - |
| Comb10.sup | SLS - (t=oo) | 1.00 | 1.00 | 1.00 | 1.00 | 0.90 | 0.90 | 1.00 | 1.00 | - | - | - | - | - | - | 0.50 | 1.00 | - |
| Fundamental comb. | ||||||||||||||||||
| Comb11.sup | ULS | 1.35 | 1.00 | 1.35 | 1.00 | 1.00 | 1.00 | 1.00 | (AND) 1.00 | 1.35 | 1.35 | 0.60 | - | - | - | - | - | - |
| Comb12.sup | ULS | 1.35 | 1.00 | 1.35 | 1.00 | 1.00 | 1.00 | 1.00 | (AND) 1.00 | 1.35 | 1.35 | - | - | - | 0.9 | - | - | - |
| Comb13.sup | ULS | 1.35 | 1.00 | 1.35 | 1.00 | 1.00 | 1.00 | 1.00 | (AND) 1.00 | 1.01 | 0.54 | 0.54 | 1.35 | - | - | - | - | - |
| Comb14.sup | ULS | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | (AND) 1.00 | 1.00 | ||||||||
Abstract of predefined Load-Combinations
SLS - Combinations I to VI - "Characteristic combinations"
- Comb. I, IV: Pm, t=0, t=oo
- Comb. II, V: Pk, t=0
- Comb. III, VI: Pk, t=oo
SLS - Combination VII and VIII - "Frequent combinations"
- Comb. VII: Pk, t=0
- Comb. VIII: Pk, t= oo
SLS - Combinations IX to X - "Quasi-permanent combinations"
ULS - Combinations XI and XIII - "Fundamental combinations"
- Comb. XI, XII: gr1
- Comb. XIII: gr2
ULS - Combination XIV - "Seismic combination"
- Comb. XIV