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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

Documents by this publisher

Page 14 of 38

Series details Title Year Status
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
Non-Contradictory Complementary Information SN013a-EN-EU NCCI: initial sizing of simple end plate connections 2005 Current
Non-Contradictory Complementary Information SN014a-EN-EU NCCI: shear resistance of a simple end plate connection 2006 Current
Non-Contradictory Complementary Information SN015a-EN-EU NCCI: tying resistance of a simple end plate connection 2005 Current
Non-Contradictory Complementary Information SN016a-EN-EU NCCI: initial sizing of fin plate connections 2005 Current
Non-Contradictory Complementary Information SN017a-EN-EU NCCI: shear resistance of a fin plate connection 2005 Current

Page 14 of 38