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Publications in Member Design

Title Category Date Author
MEM1001: Hot Rolled I Sections Seismic Category Classificationlogin to downloadMember Design22-Dec-09Kevin Cowie; Alistair Fussell
All steel members which form part of a seismic resisting frame are classified into one of 4 categories for the purpose of seismic design. Category 1 members are capable of sustaining high displacement ductility demands. Category 2 members ...
MEM1002: Welded I Sections Seismic Category Classificationlogin to downloadMember Design22-Dec-09Kevin Cowie; Alistair Fussell
All steel members which form part of a seismic resisting frame are classified into one of 4 categories for the purpose of seismic design. Category 1 members are capable of sustaining high displacement ductility demands. Category 2 members ...
MEM2001: Lateral Restraint of Yielding Regions in Columns and Beams in Multi-Storey Buildingslogin to downloadMember Design16-Dec-09Charles Clifton
This article provides general guidance on applying the lateral restraint provisions for yielding regions given in Clause 12.6.2 of NZS3404 (SNZ, 2007) to columns and beams of multi-storey buildings. It includes simplification of those provisions which can be made when ...
MEM3601: Deep Rafter Stabilitylogin to downloadMember Design17-Mar-09Allistair Fussel
The New Zealand Steel Structures Standard (SNZ, 1997), in keeping with many international design standards has no minimum stiffness requirement for restraints systems preventing flexural-torsional buckling of steel sections bent about their major axis. To account for restraint system ...