AS/NZS 4600:2018 · Cold-formed steel structures
Definitions
Sub-clauses
- 1.3.1Action
- 1.3.2Action effect (internal effects of actions, load effects)
- 1.3.3Arched compression element
- 1.3.4Assemblage of elements
- 1.3.5Bend
- 1.3.6Braced member
- 1.3.7Can
- 1.3.8Capacity design principles
- 1.3.9Capacity reduction factor
- 1.3.10Clinching
- 1.3.11Cold-formed steel structural members
- 1.3.12Direct strength method
- 1.3.13Design action effect
- 1.3.14Design capacity
- 1.3.15Distortional buckling
- 1.3.16Doubly-symmetric section
- 1.3.17Effective design width (or effective width)
- 1.3.18Elements
- 1.3.19Feed width (wf)
- 1.3.20Flexural-torsional buckling
- 1.3.21Length (of a compression member)
- 1.3.22Limit states
- 1.3.23Limit states, serviceability
- 1.3.24Limit states, stability
- 1.3.25Limit states, ultimate
- 1.3.26Load
- 1.3.27Local buckling
- 1.3.28May
- 1.3.29Multiple-stiffened element
- 1.3.30Nominal action effect or nominal load
- 1.3.31Nominal capacity
- 1.3.32Nominal dimension
- 1.3.33Patterned hole
- 1.3.34Point-symmetric section
- 1.3.35Power-actuated fastener (PAF)
- 1.3.36Power-actuated fastener point
- 1.3.37Primary structure
- 1.3.38Proof testing
- 1.3.39Prototype testing
- 1.3.40Pull-over (pull-through)
- 1.3.41Pull-out
- 1.3.42Rational elastic buckling analysis
- 1.3.43Segment (in a member subjected to bending)
- 1.3.44Shall
- 1.3.45Should
- 1.3.46Single-point fastener
- 1.3.47Singly-symmetric (monosymmetric) section
- 1.3.48Special study
- 1.3.49Stiffened or partially stiffened compression element
- 1.3.50Stiffeners
- 1.3.51Structural ductility factor
- 1.3.52Structural performance factor
- 1.3.53Structural response factor
- 1.3.54Sub-element
- 1.3.55Tensile strength
- 1.3.56Thickness
- 1.3.57Unformed steel
- 1.3.58Unformed steel properties
- 1.3.59Unstiffened compression element
- 1.3.60Yield stress
Korbel lists only the clause number and title for reference. It does not reproduce the text of AS/NZS 4600:2018. Always refer to the official published standard.
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