NZS 3404 Parts 1 and 2:1997 · Steel Structures Standard
Members Subject to Bending and Shear
Sub-clauses
- 5.1Design for Bending Moment
- 5.2Nominal Section Moment Capacity for Bending About Aprincipal Axis
- 5.3Nominal Member Moment Capacity of Segments Andmembers Subject to Major Principal X-Axis Bending Andwith Full Lateral Restraint
- 5.4Restraints
- 5.5Critical Flange
- 5.6Nominal Member Moment Capacity of Segments Subjectto X-Axis Bending and with or Without Full Lateralrestraint
- 5.7Bending in a Non-Principal Plane
- 5.8Separators and Diaphragms
- 5.9Design of Webs
- 5.10Arrangement of Webs
- 5.11Nominal Shear Capacity of Webs
- 5.12Interaction of Shear and Bending Moment
- 5.14Design of Load Bearing Stiffeners
- 5.15Design of Intermediate Transverse Web Stiffeners
- 5.16Design of Longitudinal Web Stiffeners
Korbel lists only the clause number and title for reference. It does not reproduce the text of NZS 3404 Parts 1 and 2:1997. Always refer to the official published standard.
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