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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 38

Series details Title Year Status
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
Non-Contradictory Complementary Information SN018a-EN-EU NCCI: tying resistance of a fin plate connection 2005 Current
Non-Contradictory Complementary Information SN019b-EN-EU NCCI: design rules for web openings in beams 2006 Current
Non-Contradictory Complementary Information SN020a-EN-EU NCCI: simple construction - concept and typical frame arrangements 2005 Current
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

Page 14 of 38