HEA 220

Production class: hot rolled (EN 10365)

Section geometry

HEA shape
Height (h):
210mm
Width (b):
220mm
Web thickness (tw):
7mm
Flange thickness (tf):
11mm
Radius (r):
18mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
5.409E7
Z-axis:
1.954E7
Elastic section modulus (Wel):mm³
Y-axis:
5.152E5
Z-axis:
1.776E5
Plastic section modulus (Wpl):mm³
Y-axis:
5.684E5
Z-axis:
2.705E5
Radius of gyration (i):mm
Y-axis:
91
Z-axis:
55
Plastic shear area (Av):mm²
Y-axis:
4840
Z-axis:
2067

Weight per meter:
50.5kg/m
Area (A):
6430mm²
Surface area per meter:
1.255m²/m
Torsion constant (It):
2.861E5mm⁴
Warping constant (Iw):
1.932E11mm⁶

Profile overview for HEA 220

The HEA 220 is a structural steel cross-section utilized in commercial construction, industrial framing, and mechanical engineering. Manufactured as a hot rolled section, it complies with EN 10365 dimensional standards, ensuring predictability in detailing and fabrication.Access to its exact geometric and statical properties is essential for 3D modeling and structural verification.

Geometry: This open profile features a total depth (h) of 210 mm and a flange width (b) of 220 mm, supported by a 7 mm thick web and 11 mm thick flanges. With a cross-sectional area of 6430 mm² and a linear mass of 50.5 kg/m, the HEA 220 offers a distinct stiffness-to-weight ratio for both column (axial) and beam applications.

Section properties: For design of bending, the major and minor axis properties dictate the member's structural capacity. The strong-axis moment of inertia (Iy) of 54090000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 568400 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 19540000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEA 220 provides a y-axis shear area (at strong bending axis) of 4840 mm² for web shear verification and a torsion constant of 286100 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 193200000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.