ASTM A36
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Basic Info
The ASTM A36 standard specifies a standard specification for ordinary carbon structural steel, suitable for construction, manufacturing, bridges, and other structures.
Characteristics
High Strength: ASTM A36 steel has a minimum tensile strength of 400 MPa and a minimum yield strength of 250 MPa, making it suitable for structural applications where strength is crucial.
Good Ductility: It offers good ductility and can be bent, formed, and welded without compromising its properties. This makes it versatile for various fabrication processes.
Weldability: ASTM A36 steel is well-known for its excellent weldability, allowing for easy welding, joining, and fabrication into complex structures without the need for preheating.
Machinability: This steel has good machinability, meaning it can be easily cut, drilled, machined, and shaped using common tools and techniques.
ASTM A36 Data Sheet
United States
- Equivalent Grade: ASTM A283 Grade D
- Standard: ASTM A283/A283M
- Notes: Low and Intermediate Tensile Strength Carbon Steel Plates
European Union
- Equivalent Grade: S235JR
- Standard: EN 10025-2
- Notes: Non-alloy structural steel
China
- Equivalent Grade: Q235B
- Standard: GB/T 700-2006
- Notes: Carbon structural steel
India
- Equivalent Grade: IS 2062 Grade B
- Standard: IS 2062:2011
- Notes: Hot Rolled Medium and High Tensile Structural Steel
Chemical Composition:
- ASTM A36: Contains 0.25% max Carbon, 0.80-1.20% Manganese, 0.04% max Phosphorus, 0.05% max Sulfur, and 0.40% max Silicon.
- ASTM A572 Grade 50: Contains 0.23-0.26% Carbon, 1.35% Manganese, 0.04% max Phosphorus, 0.05% max Sulfur, and 0.15-0.40% Silicon.
- Notes: Both steels have similar Carbon content, but A572 has higher Manganese content and a wider range of Silicon content.
Tensile Strength:
- ASTM A36: 400-550 MPa min.
- ASTM A572 Grade 50: 450 MPa min.
- Notes: A572 has higher tensile strength.
Yield Strength:
- ASTM A36: 250 MPa min.
- ASTM A572 Grade 50: 345 MPa min.
- Notes: A572 has higher yield strength.
Elongation:
- ASTM A36: 20% min (in 200mm), 23% min (in 50mm).
- ASTM A572 Grade 50: 18% min (in 200mm), 21% min (in 50mm).
- Notes: A36 has slightly higher elongation.
Modulus of Elasticity:
- Both ASTM A36 and ASTM A572 Grade 50: 200 GPa and 190-210 GPa, respectively.
- Notes: Both have similar modulus of elasticity.
Charpy V-Notch Impact:
- ASTM A36: No specified requirement.
- ASTM A572 Grade 50: 20-30 J (15-22 ft-lb) impact resistance.
Applications:
- ASTM A36: Used for construction, machinery, and equipment.
- ASTM A572 Grade 50: Used for structural steel in welded construction.
- Notes: A36 is for general construction, machinery, and equipment, while A572 Grade 50 is for high-strength, low-alloy structural steel.
Plates:
- Dimensions (Width x Thickness): Various widths x Thicknesses
- Tolerances:
- Width: +0/- Tolerance
- Thickness: +0.125/-0.000 inch
- Notes:
- Width tolerance applies to plate lengths not exceeding 96 inches (2438 mm).
- Thickness tolerance applies to plates between 3/16 and 10 inches (4.76 – 254 mm) thick.
Bars:
Round: Diameter up to 20 inches
- Tolerances: Diameter: +0/- Tolerance
- Notes: Diameter tolerance applies to round bars. Thickness: +0.0625/-0.000 inch
Square: Side up to 8 inches
- Tolerances: Side: +0/- Tolerance
- Notes: Side tolerance applies to square bars. Thickness tolerance applies to rectangular bars.
Rectangular: Thickness up to 6 inches
- Tolerances: Length: ±1/8 inch
- Notes: Length tolerance applies to rectangular bars. Thickness tolerance applies to rectangular bars.
Structural Shapes:
- Dimensions (Various dimensions):
- Tolerances:
- Dimensional: ±1.5% of specified depth or width
- Flange Thickness: +0.0625/-0.0625 inch
- Web Thickness: +0.0625/-0.0625 inch
- Notes: Applies to I-Beams, Channels, and Angles.
- Tolerances:
Steel Plates:
- Dimensions (Width x Thickness): Various widths x Thicknesses
- Tolerances:
- Width: +0.125/-0 inch
- Thickness: +0.010/-0.010 inch
- Notes:
- Width tolerance applies to plate lengths not exceeding 96 inches (2438 mm).
- Thickness tolerance applies to plates between 3/16 and 10 inches (4.76 – 254 mm)
Carbon (C): Maximum 0.25%
Manganese (Mn): 0.80 – 1.20%
Phosphorus (P): Maximum 0.04%
Sulfur (S): Maximum 0.05%
Silicon (Si): Maximum 0.40%
Tensile Strength: 400 – 550 MPa (58,000 – 80,000 psi)
Yield Strength: 250 MPa min (36,000 psi)
Elongation: 20% min (in 200 mm) / 20% min (in 8 inches)
23% min (in 50 mm): 23% min (in 2 inches)
Modulus of Elasticity: 200 GPa (29,000,000 psi)
Poisson’s Ratio: 0.26 (same for metric and imperial)
Shear Modulus: 79.3 GPa (11,500,000 psi)
Bulk Modulus: 160 GPa (23,200,000 psi)
Cutting:
Flame Cutting
- Guidelines: Use oxy-acetylene torches, plasma, or laser cutting. Preheat is not required for thicknesses up to 1 inch (25 mm).
- Notes: Preheating may be required for thicker sections.
Sawing
- Guidelines: Use high-speed steel blades. Coolant is recommended during cutting.
- Notes: Not required for thinner sections.
Shearing
- Guidelines: Use appropriate shear blades.
- Notes: No specific notes provided.
Machining
- Guidelines: Use carbide tooling and appropriate cutting speeds.
- Notes: No specific notes provided.
Forming:
Cold Forming
- Guidelines: Bend along the grain direction. Avoid sharp bends and use a minimum bend radius of 3 times the material thickness.
- Notes: Ensure proper cooling after hot forming to avoid distortion.
Hot Forming
- Guidelines: Heat to 1600°F – 1200°F (870°C – 650°C) and then air or oil quench.
- Notes: Ensure proper cooling after hot forming to avoid distortion.
Welding:
Shielded Metal Arc Welding (SMAW)
- Guidelines: Use AWS E70B electrodes.
- Notes: Preheat is not usually required for thicknesses up to 1 inch (25 mm).
Gas Metal Arc Welding (GMAW/MIG)
- Guidelines: Use E70S-3 or E70S-6 electrodes.
- Notes: Preheat is not usually required for thicknesses up to 1 inch (25 mm).
Flux-Cored Arc Welding (FCAW)
- Guidelines: Use E71T-1 or E71T-11 electrodes.
- Notes: Preheat is not usually required for thicknesses up to 1 inch (25 mm).
Gas Tungsten Arc Welding (GTAW/TIG)
- Guidelines: Use AWS E70B filler rod.
- Notes: Preheat is not usually required for thicknesses up to 1 inch (25 mm).
Post-Weld Heat Treatment (PWHT)
- Guidelines: Typically not required for structural applications.
- Notes: No specific notes provided.
Interpass Temperature
- Guidelines: Maintain within 250°F – 450°F (121°C – 232°C).
- Notes: For thicknesses over 1 inch (25 mm), preheat may be required depending on section size.
Preheat
- Guidelines: Not usually required for thicknesses up to 1 inch (25 mm).
- Notes: Preheat may be required for thicker sections.
Back Gouging
- Guidelines: For full penetration welds, back gouge and remove slag inclusions.
- Notes: No specific notes provided.
Electrode Selection
- Guidelines: Choose electrodes based on mechanical properties and application.
- Notes: No specific notes provided.
Welding Procedures and Parameters
- Guidelines: Follow recommended parameters from welding codes (e.g., AWS D1.1).
- Notes: No specific notes provided.
