Steel Advisor
Categories
· Bridges · Careers & Training · Coatings · Composite · Connections · Earthquake · Environment · Erection & Construction · Fire · General · Housing · Materials · Member Design · Structural Analysis ·
Publications in Member Design
| Title | Category | Date | Author | |
|---|---|---|---|---|
| MEM1001: Hot Rolled I Sections Seismic Category Classification | login to download | Member Design | 22-Dec-09 | Kevin 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 Classification | login to download | Member Design | 22-Dec-09 | Kevin 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 Buildings | login to download | Member Design | 16-Dec-09 | Charles 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 Stability | login to download | Member Design | 17-Mar-09 | Allistair 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 ... | ||||
4 matches found:
