Template > Combination Table EUROCODE (EN1990 - Annex A2)
Loading a template combination table according to EUROCODE (EN1990 - Annex A2).
The default names of the load cases and superposition files can be changed directly or by selecting them from the list.
Options: The predefined combination tables either can directly be import into data base or alternatively a TCL file for later import can be generated. It is possible to "Save" all modification in this input pad at any label name. And "Load" will restore this input in a later call of this template.
Abstract of predefined Load-Combinations
Ultimate limit states (ULS): Combinations I to VII
- Comb. I: ULS1 Leading variable action - Traffic Load gr1a (LM1+Footway)
- Comb. II: ULS2 Leading variable action - Support Settlement
- Comb. III: ULS3 Leading variable action - Temperature
- Comb. IV: ULS4 Leading variable action - Wind
- Comb. V: ULS5 Leading variable action - Snow
- Comb. VI: ULS6 Leading variable action - Accidental Action
- Comb. VII: ULS7 Leading variable action - Seismic Action
Serviceability limit states (SLS): Characteristic Combinations VIII to XII
- Comb. VIII: SLS1 Leading variable action - Traffic Load gr1a (LM1+Footway)
- Comb. IX: SLS2 Leading variable action - Support Settlement
- Comb. X: SLS3 Leading variable action - Temperature
- Comb. XI: SLS4 Leading variable action - Wind
- Comb. XII: SLS5 Leading variable action - Snow
Frequent Combinations XIII to XVII
- Comb. XIII: Freq SLS1 Leading variable action - Traffic Load gr1a (LM1+Footway)
- Comb. XIV: Freq SLS2 Leading variable action - Support Settlement
- Comb. XV: Freq SLS3 Leading variable action - Temperature
- Comb. XVI: Freq SLS4 Leading variable action - Wind
- Comb. XVII: Freq SLS5 Leading variable action - Snow
Quasi-permanent Combination XVIII
- Comb. XVIII: QuasiPerm SLS Leading variable action - Traffic Load gr1a (LM1+Footway)