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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

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Page 14 of 37

Series details Title Year Status
Non-Contradictory Complementary Information SN021a-EN-EU NCCI: design of simple column bases with shear nibs 2005 Current
Non-Contradictory Complementary Information SN022a-EN-GB NCCI: initial design of composite beams 2006 Current
Non-Contradictory Complementary Information SN023a-EN-EU NCCI: design model for non-bearing column splices 2005 Current
Non-Contradictory Complementary Information SN024a-EN-EU NCCI: initial sizing of non-bearing column splices 2005 Current
Non-Contradictory Complementary Information SN025a-EN-EU NCCI: column splices not requiring full continuity of stiffness 2005 Current
Non-Contradictory Complementary Information SN026a-EN-EU NCCI: bearing column splices 2005 Current
Non-Contradictory Complementary Information SN027a-EN-EU NCCI: design of roof trusses 2006 Current
Non-Contradictory Complementary Information SN029a-EN-EU NCCI: modelling of portal frames - elastic analysis 2005 Current
Non-Contradictory Complementary Information SN030a-EN-EU NCCI: mono-symmetrical uniform members under bending and axial compression 2005 Current
Non-Contradictory Complementary Information SN031a-EN-EU NCCI: effective lengths of columns and truss elements in truss portal frame construction 2006 Current
Non-Contradictory Complementary Information SN032a-EN-EU NCCI: general method for out-of-plane buckling in portal frames 2005 Current
Non-Contradictory Complementary Information SN033a-EN-EU NCCI: simple methods for second order effects in portal frames 2006 Current
Non-Contradictory Complementary Information SN034a-EN-EU NCCI: vertical and horizontal deflection limits for multi-storey buildings 2006 Current
Non-Contradictory Complementary Information SN035a-EN-EU NCCI: practical deflection limits for single storey buildings 2006 Current
Non-Contradictory Complementary Information SN036a-EN-EU NCCI: vibrations 2013 Current
Non-Contradictory Complementary Information SN037a-EN-EU NCCI: design model for simple column bases- axially loaded I section columns 2005 Current
Non-Contradictory Complementary Information SN038a-EN-EU NCCI: design of a notched section at the end of a beam 2005 Current
Non-Contradictory Complementary Information SN039a-EN-EU NCCI: practical analytical models for portal frames (plastic analysis) 2006 Current
Non-Contradictory Complementary Information SN040a-EN-EU NCCI: design model for welded joints in trusses using structural hollow sections 2006 Current
Non-Contradictory Complementary Information SN041a-EN-EU NCCI: design of portal frame eaves connections 2006 Current

Page 14 of 37