Steel Construction Institute
With over 30 years experience, the Steel Construction Institute provide technical expertise and best practice to the steel construction sector.
Silwood Park
Ascot
SCI
UK
Ascot
SCI
UK
Documents by this publisher
Page 13 of 38
| Series details | Title | Year | Status |
|---|---|---|---|
| Advisory Desk Note 464 | Clarification of the reference strain rate in EN 1993-1-10 | 2021 | Current |
| NCCI: continuous strength method for structural stainless steel design | 2013 | Current | |
| NCCI: design recommendations for hot-finished elliptical hollow sections | 2011 | Current | |
| Non-Contradictory Complementary Information PN001a-GB | NCCI: resistance of headed stud shear connectors in transverse sheeting | 2009 | Current |
| Non-Contradictory Complementary Information PN002a-GB | NCCI: modified limitation on partial shear connection in beams for buildings | 2009 | Current |
| Non-Contradictory Complementary Information PN003c-GB | NCCI: provision of 'appropriate anchorage' to profiled sheeting | 2010 | Current |
| Non-Contradictory Complementary Information PN004a-GB | NCCI: strength of bolts and welds in fire situations | 2012 | Current |
| Non-Contradictory Complementary Information PN005c-GB | NCCI: fire resistance design of composite slabs | 2012 | Current |
| Non-Contradictory Complementary Information SN001a-EN-EU | NCCI: critical axial load for torsional and flexural torsional buckling modes | 2005 | Current |
| Non-Contradictory Complementary Information SN002a-EN-EU | NCCI: determination of non-dimensional slenderness of I and H sections | 2005 | Current |
| Non-Contradictory Complementary Information SN003b-EN-EU | NCCI: elastic critical moment for lateral torsional buckling | 2005 | Current |
| Non-Contradictory Complementary Information SN004a-EN-EU | NCCI: calculation of alpha-cr | 2005 | Current |
| Non-Contradictory Complementary Information SN005a-EN-EU | NCCI: determination of moments on columns in simple construction | 2005 | Current |
| Non-Contradictory Complementary Information SN006a-EN-EU | NCCI: elastic critical moment of cantilevers | 2005 | Current |
| Non-Contradictory Complementary Information SN007b-EN-EU | NCCI: torsion | 2004 | Current |
| Non-Contradictory Complementary Information SN008a-EN-EU | NCCI: buckling lengths of columns: rigorous approach | 2006 | Current |
| Non-Contradictory Complementary Information SN009a-EN-EU | NCCI: effective lengths and destabilizing load parameters for beams and cantilevers - common cases | 2005 | Current |
| Non-Contradictory Complementary Information SN010a-EN-GB | NCCI: initial design of non composite beams | 2006 | Current |
| Non-Contradictory Complementary Information SN012a-EN-EU | NCCI: sizing guidance - non-composite columns (H sections) | 2006 | Current |
| Non-Contradictory Complementary Information SN012a-EN-GB | NCCI: sizing guidance - non-composite columns - UC sections | 2006 | Current |
Page 13 of 38
