| NCCI Example |
Non-Contradictory Complementary Information Example |
| SX001a-EN-EU |
Simply supported laterally unrestrained |
| SX002a-EN-EU |
Buckling resistance of a pinned column with intermediate restraints |
| SX003a-EN-EU |
Simply supported beam with intermediate lateral restraints |
| SX004a-EN-EU |
Pinned column using non-slender H-section or RHS |
| SX005a-EN-EU |
Choosing a steel sub-grade |
| SX006a-EN-EU |
Calculation of alpha-cr |
| SX007a-EN-EU |
Simply supported beam with lateral restraint at load application point |
| SX008a-EN-EU |
Sway stability |
| SX009a-EN-EU |
Composite floor slab |
| SX010a-EN-EU |
Continuous column in a multi-storey building using an H-section or RHS |
| SX011a-EN-EU |
Unrestrained beam with end moments |
| SX012a-EN-EU |
End plate beam-to-column-flange simple connection |
| SX013a-EN-EU |
Fin plate beam-to-column-flange connection |
| SX014a-EN-EU |
Simply supported secondary composite beam |
| SX015a-EN-EU |
Simply supported primary composite beam |
| SX016a-EN-EU |
Determination of loads on a building envelope |
| SX017a-EN-EU |
Single span truss and post frame for a low pitch roof using battened section chords |
| SX018a-EN-EU |
Column splice – non-bearing splice |
| SX019a-EN-EU |
Column base connection under axial compression |
| SX020a-EN-EU |
Tying and the avoidance of disproportionate collapse |
| SX021a-EN-EU |
Simply supported IPE profile purlin |
| SX022a-EN-EU |
Calculation of effective section properties for a cold-formed lipped channel section in bending |
| SX023a-EN-EU |
Calculation of effective section properties for a cold-formed lipped channel section in compression |
| SX024a-EN-EU |
Design of a cold-formed steel lipped |
| SX025a-EN-EU |
Design of a cold-formed steel lipped channel wall stud in tension |
| SX026a-EN-EU |
Design and serviceability limit state check of a cold-formed steel member in bending |
| SX027a-EN-EU |
Design of a cold-formed steel lipped channel wall stud in compression and bending |
| SX028a-EN-EU |
Design resistance of a screwed connection of cold-formed members |
| SX029a-EN-EU |
Elastic analysis of a single bay portal frame |
| SX030a-EN-EU |
Elastic design of a single bay portal frame made of fabricated profiles |
| SX031a-EN-EU |
Portal frame – eaves moment connection |
| SX033b-EN-EU |
Truss or post end connection |
| SX034a-EN-EU |
Bolted connection of an angle brace in tension to a gusset plate |
| SX036a-EN-EU |
Fire resistance of a welded box section |
| SX037a-EN-EU |
Fire resistance of a composite slab to EN 1994-1-2 |
| SX038a-EN-EU |
Fire resistance of a partially encased composite steel beam |
| SX039a-EN-EU |
Fire resistance of a partially encased composite column |
| SX040a-EN-EU |
Fire engineering a composite SHS column |
| SX041a-EN-EU |
Fire design of an unprotected beam using graphs |
| SX042a-EN-EU |
Parametric fire curve for a fire |
| SX043a-EN-EU |
Fire design of unprotected HEB section |
| SX044a-EN-EU |
Fire design of a protected HEB section column exposed to the standard temperature time curve |
| SX045a-EN-EU |
Fire design of a protected HEB section column exposed to the parametric fire curve |
| SX046a-EN-EU |
Fire design of an unprotected IPE section beam exposed to the standard time temperature curve |
| SX047a-EN-EU |
Fire design of protected IPE section beam exposed to parametric fire curve |
| SX048a-EN-EU |
Fire design of a protected unrestrained HEA section beam exposed to the standard temperature time curve |