Australian Steel Grades — AS/NZS 3678 & 3679.1 Complete Reference
Complete Australian structural steel grades reference covering AS/NZS 3678 (plates) and AS/NZS 3679.1 (hot-rolled sections). Grade 250, Grade 300, 300PLUS, Grade 350, and Grade 400 mechanical properties, Charpy impact designations L0 and L15, thickness-dependent yield strength variations, and practical AS 4100 grade selection guidance for Australian steel designers.
Quick access: AS 4100 Steel Design Overview → | AS 4100 Base Plate Design → | Section Properties →
Australian Steel Grade Classification System
Australian structural steel grades are specified under two complementary standards:
- AS/NZS 3679.1:2016 — Hot-rolled structural steel bars and sections (UB, UC, PFC, TFB, EA, UA)
- AS/NZS 3678:2016 — Hot-rolled structural steel plates (flat products)
Both standards use a grade number indicating the minimum yield strength in MPa at the smallest thickness bracket. The grade designation includes optional Charpy toughness suffixes:
| Standard Grade | Fy (t ≤ 12 mm) | Fu Range | Typical Applications |
|---|---|---|---|
| Grade 250 | 250 MPa | 410-540 MPa | Light secondary framing, non-structural components, legacy projects |
| Grade 300 | 300 MPa | 440-600 MPa | General structural sections (plates and sections) |
| 300PLUS | 300 MPa | 440-600 MPa | InfraBuild proprietary — default Australian section grade |
| Grade 350 | 350 MPa | 480-620 MPa | High-strength applications, heavy columns, plates |
| Grade 400 | 400 MPa | 540-700 MPa | Specialised high-strength, crane runway beams |
Charpy Impact Designations
Australian steel grades include optional Charpy V-notch (CVN) impact testing designations:
| Suffix | Test Temperature | Min Energy (Longitudinal) | Application |
|---|---|---|---|
| No suffix | Not required | — | Secondary members, interior non-fracture-critical |
| L0 | 0°C | 27 J | Standard for primary structural members in most Australian climates |
| L15 | -15°C | 27 J | Alpine regions, Tasmania, fracture-critical tension members |
Most structural engineers in Australia specify 300PLUS as the default section grade, which typically carries Charpy certification equivalent to L0 from InfraBuild's standard production. For plates, Grade 350 with L0 is the most common specification for welded built-up sections and heavy connections.
Complete Grade Table — Yield Strength by Thickness
AS/NZS 3679.1:2016 — Hot-Rolled Sections
| Grade | t ≤ 12 mm Fy | 12 < t ≤ 20 mm Fy | 20 < t ≤ 40 mm Fy | 40 < t ≤ 80 mm Fy | Fu min | Fu max |
|---|---|---|---|---|---|---|
| 250 | 250 MPa | 250 MPa | 240 MPa | 230 MPa | 410 MPa | 540 MPa |
| 300 | 300 MPa | 300 MPa | 290 MPa | 280 MPa | 440 MPa | 600 MPa |
| 350 | 360 MPa | 350 MPa | 340 MPa | 330 MPa | 480 MPa | 620 MPa |
| 400 | 400 MPa | 390 MPa | 380 MPa | 360 MPa | 540 MPa | 700 MPa |
Note: Grade 350 in AS/NZS 3679.1 has Fy = 360 MPa for t ≤ 12 mm (higher than the nominal 350), reducing to 350 MPa for 12 < t ≤ 20 mm. This is a unique feature of the Australian section standard.
AS/NZS 3678:2016 — Plates
| Grade | t ≤ 12 mm Fy | 12 < t ≤ 20 mm Fy | 20 < t ≤ 40 mm Fy | 40 < t ≤ 80 mm Fy | Fu min | Fu max |
|---|---|---|---|---|---|---|
| 250 | 250 MPa | 250 MPa | 240 MPa | 230 MPa | 410 MPa | 540 MPa |
| 300 | 300 MPa | 300 MPa | 290 MPa | 280 MPa | 440 MPa | 600 MPa |
| 350 | 340 MPa | 330 MPa | 320 MPa | 310 MPa | 480 MPa | 620 MPa |
| 400 | 400 MPa | 390 MPa | 380 MPa | 360 MPa | 540 MPa | 700 MPa |
Note the difference: Plate Grade 350 has lower yield values than section Grade 350 at equivalent thicknesses — 340 MPa vs 360 MPa for t ≤ 12 mm. This reflects the different rolling processes for plates versus sections.
Grade Details and Selection Guidance
Grade 250
Grade 250 is the lowest-strength structural grade in the Australian system, with Fy = 250 MPa for t ≤ 20 mm. It is comparable to ASTM A36 and EN 10025 S235JR. Grade 250 is rarely specified for primary structural members in modern Australian construction but remains available for:
- Light secondary bracing and handrails
- Stair stringers and landings
- Legacy restoration projects matching existing steelwork
- Non-structural steel components
The steel calculator supports Grade 250 for compatibility with existing structures, but 300PLUS is recommended for all new structural work.
Grade 300 and 300PLUS
Grade 300 (Fy = 300 MPa for t ≤ 20 mm) is the default structural steel grade in Australia, with 300PLUS being InfraBuild's proprietary brand. 300PLUS is chemically equivalent to Grade 300 but includes guaranteed weldability and Charpy properties. Key characteristics:
- Fy = 300 MPa for sections up to 20 mm thickness
- Fu = 440-600 MPa providing good ductility
- Elongation ≥ 22% (50 mm gauge length)
- Excellent weldability with E48XX electrodes without preheat for most thicknesses
- CEV (carbon equivalent value) typically 0.38-0.43, controlled for welding
Practically all UB, UC, PFC, TFB, EA, and UA sections from Australian mills (InfraBuild, formerly OneSteel) are supplied as 300PLUS. Over 85% of structural steel in Australian buildings and industrial structures is 300PLUS.
Grade 350
Grade 350 sections (Fy = 360 MPa for t ≤ 12 mm) provide approximately 17% higher yield strength than Grade 300. In AS/NZS 3679.1, Grade 350 sections are available but less commonly stocked than 300PLUS. Plate Grade 350 to AS/NZS 3678 (Fy = 340 MPa for t ≤ 12 mm) is commonly specified for:
- Heavy welded plate girders and built-up columns
- Base plates and stiffener plates
- High-capacity transfer structures
- Crane runway girders requiring higher strength
Grade 350 is comparable to ASTM A572 Grade 50 and EN 10025 S355JR. Weldability is good using E48XX electrodes with minimal preheat for most thicknesses.
Grade 400
Grade 400 (Fy = 400 MPa for t ≤ 12 mm) is the highest-strength standard grade in AS/NZS 3678/3679.1. Applications include:
- Heavy columns in lower storeys of high-rise buildings
- Highly stressed crane beams
- Mobile equipment and mining structures
- Specialised long-span lightweight structures
Grade 400 requires careful welding procedure control, including preheat (typically 75-150°C depending on thickness) and low-hydrogen welding processes. It compares to ASTM A572 Grade 60.
Hollow Sections — AS/NZS 1163
Cold-formed hollow sections to AS/NZS 1163 use a separate grade system:
| Grade | Fy min | Fu min | Typical Application |
|---|---|---|---|
| C250L0 | 250 MPa | 320 MPa | Light structural, handrails |
| C350L0 | 350 MPa | 430 MPa | General structural CHS/SHS/RHS |
| C450L0 | 450 MPa | 500 MPa | High-strength structural hollow sections |
C450L0 is now the dominant grade for structural hollow sections in Australia, offering 50% higher yield than Grade 300 at comparable cost. CHS, SHS, and RHS in C450L0 are standard for trusses, columns, and bracing in all types of steel structures.
Grade Selection by Application
Building Framing
| Structural Element | Recommended Grade | Sections | Notes |
|---|---|---|---|
| Beams and rafters | 300PLUS | UB, WB | Default — widely available, economical |
| Columns | 300PLUS or Grade 350 | UC, SHS | Grade 350 for heavy loads |
| Bracing | C450L0 or 300PLUS | SHS, CHS, PFC, UA | C450L0 for efficiency |
| Roof purlins | C450L0 | RHS, C-section | Cold-formed lightweight |
| Base plates | Grade 350 plate | PLT | Higher bearing strength |
Bridge and Infrastructure
| Application | Recommended Grade | Standard | Notes |
|---|---|---|---|
| Main plate girders | Grade 350 L0 | AS/NZS 3678 | Welded fabrication |
| Cross-beams | 300PLUS | AS/NZS 3679.1 | Standard sections |
| Truss chords | C450L0 | AS/NZS 1163 | CHS/SHS compression |
| Bearings and stiffeners | Grade 400 L15 | AS/NZS 3678 | High bearing stress |
Industrial and Mining
| Application | Recommended Grade | Notes |
|---|---|---|
| Crane runway beams | Grade 350 to Grade 400 | Fatigue-critical — specify Charpy L0 |
| Equipment supports | 300PLUS or C450L0 | Cost-effective standard |
| Conveyor structures | C450L0 CHS/SHS | Lightweight, corrosion-resistant options |
| Heavy haulage bridges | Grade 350 plate | Welded plate girders |
International Grade Comparisons
| Australian | AISC (US) | EN 10025 (Europe) | CSA G40.21 (Canada) |
|---|---|---|---|
| Grade 250 | A36 | S235JR | 260W |
| Grade 300 | A572 Grade 42 | S275JR | 300W |
| 300PLUS | A572 Grade 42 | S275JR | 300W |
| Grade 350 | A572 Grade 50 | S355JR | 350W |
| Grade 400 | A572 Grade 60 | S420JR | 400W |
| C450L0 | — | S460MH | — |
While these grades are broadly comparable, designers should verify specific ductility, Charpy, and weldability requirements for their project jurisdiction. Australian 300PLUS has slightly lower yield (300 MPa) than A992 (345 MPa), so equivalent substitution requires a 13% increase in area for the same axial capacity if designing to AISC 360.
Chemical Composition and Weldability
Australian structural steels have carefully controlled carbon equivalent values (CEV) to ensure weldability:
| Grade | CEV (typical max) | Preheat Requirement | Welding Electrode |
|---|---|---|---|
| 250 | 0.38 | None for t ≤ 25 mm | E48XX |
| 300/300PLUS | 0.40 | None for t ≤ 20 mm | E48XX |
| 350 | 0.43 | 50°C for t > 25 mm | E48XX |
| 400 | 0.45 | 75-100°C for t > 20 mm | E48XX or E55XX |
Weldability of Australian grades is excellent. The controlled CEV limits ensure that most welding can be performed without preheat for thicknesses up to 20-25 mm, making site welding straightforward. For thicker elements or highly restrained connections, follow AS/NZS 1554.1 (structural steel welding) for preheat and interpass temperature requirements.
Frequently Asked Questions
What is the most common steel grade used in Australian structural steel design?
300PLUS (Fy = 300 MPa for t ≤ 20 mm) is by far the most common grade, accounting for over 85% of hot-rolled sections in Australian buildings. It is the standard grade supplied by InfraBuild for Universal Beams, Universal Columns, Parallel Flange Channels, and angles. Grade 350 is specified for heavy columns and plates where higher strength is needed. Grade 400 is reserved for specialised high-strength applications.
What is the difference between Grade 300 and 300PLUS steel?
Grade 300 is the AS/NZS 3679.1 standard designation with a minimum yield of 300 MPa. 300PLUS is InfraBuild's proprietary brand name for sections that meet Grade 300 requirements with additional quality assurances. In practice, 300PLUS is chemically equivalent to Grade 300 but includes tighter controls on carbon equivalent, guaranteed Charpy properties (typically L0 equivalent), and traceability. Most Australian stockists supply 300PLUS for all Universal Beam and Column orders.
Can Australian Grade 350 be welded without preheat?
Grade 350 sections (AS/NZS 3679.1) can generally be welded without preheat for thicknesses up to 25 mm using E48XX electrodes per AS/NZS 1554.1. Grade 350 plates (AS/NZS 3678) have a higher CEV and may require 50°C preheat for thicknesses exceeding 20 mm, particularly in highly restrained connections during cold weather. Standard practice is to apply 50°C preheat for any Grade 350 plate over 25 mm thick regardless of ambient temperature.
What is the Australian equivalent of ASTM A992 steel?
The closest Australian equivalent to A992 (Fy = 345-450 MPa) is Grade 350 section (Fy = 360 MPa for t ≤ 12 mm, reducing to 350 MPa for 12 < t ≤ 20 mm). However, 300PLUS (Fy = 300 MPa) is more commonly used for the same applications where A992 would be specified in the US. For a direct strength match, Grade 350 sections are the appropriate Australian specification.
What Charpy designation should I specify for a steel building in Sydney?
For standard structural steelwork in Sydney and most of coastal Australia (excluding alpine regions), specify L0 (27 J at 0°C) for primary tension members and fracture-critical elements. For secondary compression members in interior environments, no Charpy testing is typically required. For alpine regions (Snowy Mountains, Victorian Alps, Tasmanian highlands), specify L15 (27 J at -15°C).
Related Pages
- AS 4100 Steel Design Overview — Australia — Full AS 4100 design standard reference
- AS 4100 Base Plate Design Guide — Column base plate design per AS 4100
- Steel Grades — A36, A572, A992, Grade 350 — Cross-standard grade comparison
- Australian Section Properties — UB, UC, PFC — Complete section property tables
- AS 4100 Column Buckling Guide — Compression member design per AS 4100
- AS 4100 Load Combinations Guide — AS 1170.0 load combination reference
- Beam Capacity Calculator — Free multi-code beam calculator
- Column Capacity Calculator — Free multi-code column calculator
Educational reference only. All steel grade data per AS/NZS 3678:2016 and AS/NZS 3679.1:2016. Verify material properties against current mill certificates before procurement or design. For fracture-critical members, follow AS 4100:2020 Clause 4 and AS/NZS 1554.1 for welding. Results are PRELIMINARY — NOT FOR CONSTRUCTION without independent verification.