Technical reference for AS 4084.1:2023 (Steel storage racking — Part 1: Design). Use this skill when the user asks about storage racking design, structural analysis methods, pallet beam design, uprights, connections, base plates, or when an action skill needs to verify or cite specific clauses of AS 4084.1:2023.
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This skill provides the complete text of AS 4084.1:2023, Steel storage racking — Part 1: Design. It enables accurate clause lookup and compliance checking against the standard's requirements for the analysis, design and testing of adjustable static pallet racking made of cold-formed or hot-rolled steel structural members.
sections/appendix-a-amplified-sway.mdsections/appendix-b-simplified-down-aisle.mdsections/appendix-c-simplified-cross-aisle.mdsections/appendix-d-load-combinations.mdsections/appendix-e-rotational-stiffness.mdsections/section-01-scope-and-general.mdsections/section-02-actions.mdsections/section-03-structural-analysis.mdsections/section-04-design-procedures.mdsections/section-05-cold-formed-steel.mdsections/section-06-connections-base-plates.mdsections/section-07-test-methods.mdProvides UI/UX resources: 50+ styles, color palettes, font pairings, guidelines, charts for web/mobile across React, Next.js, Vue, Svelte, Tailwind, React Native, Flutter. Aids planning, building, reviewing interfaces.
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This skill provides the complete text of AS 4084.1:2023, Steel storage racking — Part 1: Design. It enables accurate clause lookup and compliance checking against the standard's requirements for the analysis, design and testing of adjustable static pallet racking made of cold-formed or hot-rolled steel structural members.
AS 4084.1 is the primary Australian design standard for steel storage racking, setting minimum requirements for the limit states design of adjustable pallet racking systems installed within buildings, outside buildings, or as part of building frames. The standard supplements AS 4100 (Steel structures) and AS/NZS 4600 (Cold-formed steel structures) with racking-specific design requirements, and includes comprehensive test methods for evaluating component and system performance.
The standard is structured in seven sections plus five appendices. Section 1 covers scope and general requirements including definitions and design criteria. Section 2 defines all types of actions (permanent, variable, accidental, wind and seismic) and action combinations. Section 3 addresses structural analysis methods including linear analysis (LA), geometric non-linear analysis (GNA), and geometric and material non-linear analysis with imperfections (GMNIAc and GMNIAs). Section 4 sets out design procedures for ultimate and serviceability limit states. Section 5 covers the design of cold-formed steel uprights and pallet beams. Section 6 addresses connections and base plates. Section 7 provides comprehensive test methods for validating design assumptions.
Read the relevant section file(s) based on the subject matter of the query:
| File | Section | Key Clauses | When to Read |
|---|---|---|---|
sections/section-01-scope-and-general.md | Section 1 — Scope and General | Clauses 1.1–1.5 | Scope of the standard (adjustable pallet racking types covered and excluded), definitions (Clause 1.3) including racking terminology (adjustable pallet racking, aisle width, base plate, bay height/width, closed-face/open-face racking, down-aisle/cross-aisle, pallet beam/connector, uprights, etc.), design requirements including upgrading (Clause 1.5), normative references |
sections/section-02-actions.md | Section 2 — Actions | Clauses 2.1–2.7 | Permanent actions (Clause 2.2), variable actions (Clause 2.3) including unit loads, vertical/horizontal placement actions, rack-guided equipment, floor/walkway actions, installation actions, accidental actions (Clause 2.4), wind actions (Clause 2.5), seismic actions (Clause 2.6) including seismic mass, ductility, structural performance factor (Sp), drift calculation, action combinations for ultimate and serviceability limit states (Clause 2.7), action factors |
sections/section-03-structural-analysis.md | Section 3 — Structural Analysis | Clauses 3.1–3.3 | Design criteria (Clause 3.2), global structural analysis (Clause 3.3) including methods of analysis (LA, GNA, LBA, GMNIAc, GMNIAs), design imperfections and eccentricities, basis of structural analysis, analysis of braced/unbraced racking in down-aisle and cross-aisle directions, stability analysis methods, frame classification (Clause 3.3.8), design actions (Clause 3.3.9) |
sections/section-04-design-procedures.md | Section 4 — Design Procedures | Clauses 4.1–4.2 | Design criteria (Clause 4.2) including design based on LA/GNA/GMNIAc/GMNIAs structural analysis, ultimate limit state (ULS) design for compression, bending, shear, local buckling of individual members, combined compression and bending, serviceability criteria (Clause 4.2.5) including deflection and drift limits |
sections/section-05-cold-formed-steel.md | Section 5 — Design of Cold-formed Steel Uprights and Pallet Beams | Clauses 5.1–5.3 | Uprights (Clause 5.2) including section properties, flexural capacity, axial capacity, combined compression and bending, pallet beams (Clause 5.3) |
sections/section-06-connections-base-plates.md | Section 6 — Connections and Base Plates | Clauses 6.1–6.6 | Pallet beam connections (Clause 6.2), base plates (Clause 6.3) general and design procedures, base plate anchorage (Clause 6.4) design of anchors, frame spacers (Clause 6.5), upright splices (Clause 6.6) |
sections/section-07-test-methods.md | Section 7 — Test Methods | Clauses 7.1–7.10 | Introduction (Clause 7.1), evaluation of tests (Clause 7.2) including interpolation of test results and derivation of design capacity, tests on uprights (Clause 7.3) including stub column tests, compression tests (buckling curves), distortional buckling tests, bending tests, pallet beam tests (Clause 7.4), connection tests (Clause 7.5) including cantilever test, portal test, looseness tests, shear tests, upright frame tests (Clause 7.6), shear stiffness tests (Clause 7.7), upright splice tests (Clause 7.8), floor connection tests (Clause 7.9), Charpy impact tests (Clause 7.10) |
sections/appendix-a-amplified-sway.md | Appendix A (normative) | — | Amplified sway method for down-aisle stability analysis |
sections/appendix-b-simplified-down-aisle.md | Appendix B (normative) | — | Simplified equations for design of a regular storage rack in the down-aisle direction |
sections/appendix-c-simplified-cross-aisle.md | Appendix C (normative) | — | Simplified method for cross-aisle stability analysis |
sections/appendix-d-load-combinations.md | Appendix D (informative) | — | Load case combinations — guidance |
sections/appendix-e-rotational-stiffness.md | Appendix E (informative) | — | Calculation of initial rotational stiffness for connections using component method |
AS 4084.1:2023 is a Category 4 — Advisory/Best Practice Standard. It is not directly mandated by specific legislation but represents the primary Australian design standard for steel storage racking and the benchmark for demonstrating compliance with WHS general duties.
Whilst not a legislatively mandated standard, AS 4084.1 has significant regulatory weight:
Always check jurisdiction-specific requirements, as some states or territories may reference the standard in their own legislation or guidance.
For full regulatory context, consult the relevant WHS Act and Regulations for your jurisdiction.
| Query Topic | Primary Section(s) | Key Clauses |
|---|---|---|
| Definitions / terminology | Section 1 | Clause 1.3 |
| Scope — what racking is covered | Section 1 | Clause 1.1 |
| Normative references | Section 1 | Clause 1.2 |
| Design requirements / upgrading | Section 1 | Clause 1.5 |
| Permanent actions | Section 2 | Clause 2.2 |
| Unit load definition / placement | Section 2 | Clause 2.3.2–2.3.4 |
| Rack-guided equipment loads | Section 2 | Clause 2.3.5 |
| Installation/repair actions | Section 2 | Clause 2.3.7 |
| Accidental actions (impact, etc.) | Section 2 | Clause 2.4 |
| Wind actions | Section 2 | Clause 2.5 |
| Seismic design requirements | Section 2 + Section 3 | Clauses 2.6, 3.3.9 |
| Action combinations | Section 2 | Clause 2.7 |
| Design criteria overview | Section 3 | Clause 3.2 |
| Structural analysis methods (LA, GNA, GMNIA) | Section 3 | Clause 3.3 |
| Design imperfections / eccentricities | Section 3 | Clause 3.3.2 |
| Down-aisle analysis | Section 3 | Clause 3.3.4 |
| Cross-aisle analysis | Section 3 | Clause 3.3.5 |
| Frame classification | Section 3 | Clause 3.3.8 |
| Design procedures — ultimate limit states | Section 4 | Clause 4.2 |
| Design procedures — serviceability | Section 4 | Clause 4.2.5 |
| Upright design (compression, bending, combined) | Section 5 | Clause 5.2 |
| Pallet beam design | Section 5 | Clause 5.3 |
| Pallet beam connections | Section 6 | Clause 6.2 |
| Base plate design | Section 6 | Clauses 6.3–6.4 |
| Frame spacers design | Section 6 | Clause 6.5 |
| Upright splices | Section 6 | Clause 6.6 |
| Test methods — general approach | Section 7 | Clauses 7.1–7.2 |
| Upright testing (compression, bending, buckling) | Section 7 | Clause 7.3 |
| Pallet beam testing | Section 7 | Clause 7.4 |
| Connection testing (cantilever, portal, shear) | Section 7 | Clause 7.5 |
| Upright frame testing | Section 7 | Clause 7.6 |
| Shear stiffness testing | Section 7 | Clause 7.7 |
| Splice testing | Section 7 | Clause 7.8 |
| Floor connection testing | Section 7 | Clause 7.9 |
| Impact (Charpy) testing | Section 7 | Clause 7.10 |
| Amplified sway method | Appendix A | — |
| Simplified down-aisle design | Appendix B | — |
| Simplified cross-aisle design | Appendix C | — |
| Load case combinations | Appendix D | — |
| Connection stiffness calculation | Appendix E | — |
Note: This skill covers AS 4084.1:2023 (Design) only. For operational and maintenance requirements, refer to AS 4084.2. For WHS legislative requirements, consult the relevant WHS Act and Regulations for your jurisdiction.