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The most common type of structural steel used in buildings is A36 Steel. ASTM refers to this carbon steel type as A36 steel or ASTM A36. A36 steel, which has a maximum carbon content of 0.29%, is tough, ductile, formable, strong, and weldable.
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Chemical Composition of ASTM A36 steel
|A36 Steel Product form||C (wt%)||Si (wt%)||Mn (percentage by weight)||P (wt%)||S (wt%)||Cu (wt%)|
|A36 Structural Shapes with thickness <=75 mm||0.26||0.4||No specific requirement||0.04||0.05||0.2|
|A36 Structural Shapes with thickness >75 mm||0.26||0.4||0.85-1.35||0.04||0.15-0.40||0.2|
|Plates with thickness <=20 mm||0.25||0.4||No specific requirement||0.03||0.03||0.2|
|A36 Steel Plates with thickness >20 mm to up to 40 mm.||0.25||0.4||0.80-1.20||0.03||0.03||0.2|
|A36 Steel Plates with thickness >40 mm to up to 65 mm.||0.26||0.15-0.40||0.80-1.20||0.03||0.03||0.2|
|A36 Steel Plates with thickness >65 mm to up to 100 mm.||0.27||0.15-0.40||0.85-1.20||0.03||0.03||0.2|
|A36 Steel Plates with thickness >100 mm||0.29||0.15-0.40||0.85-1.20||0.03||0.03||0.2|
|A36 bars with thickness <=20 mm||0.26||0.4||no requirement||0.04||0.05||0.2|
|A36 Steel Bars with thickness >20 mm to up to 40 mm.||0.27||0.4||0.60-0.90||0.04||0.05||0.2|
|A36 Steel Bars with thickness >40 mm to up to 100 mm.||0.28||0.4||0.60-0.90||0.04||0.05||0.2|
|A36 Steel Bars with thickness >100 mm||0.29||0.4||0.60-0.90||0.04||0.05||0.2|
ASTM A36 Mechanical Properties
In the table below, you can find the mechanical properties of A36 steel that are important for structural steel applications.
|Mechanical properties of A36 Steel||Values||A36 steel product types/Notes|
|Ultimate tensile strength, MPa (KSI)||400-550 (58-80)||For Shapes, Plates, and Bars|
|Yield strength, MPa (KSI)||250 (36)||Thickness ≤ 200mm (8 in)|
|Yield strength, MPa (KSI)||220 (32)||Steel plates thickness > 200mm (8 in.)|
|Elongation, %||20||Plates and Bars in 200 mm (8 in.)|
|Elongation, %||23||Plates and Bars in 50 mm (2 in.)|
|Brinell hardness, HB||119-162||As per the conversion from tensile strength|
|Rockwell Hardness, Rockwell B||67-83||As per the conversion from tensile strength|
|Charpy V-Notch Impact Test, J ( ft·lbf)||27 (20)||Structural shapes, alternate core location|
|Modulus of elasticity (Young’s modulus), GPa (KSI)||200 (29×103)|
|Shear modulus, GPa (KSI)||79.3 (11.5×103)|
|Bulk Modulus, Gpa (KSI)||140 (20.3X103)|
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