HEM 200

Production class: hot rolled (EN 10365)

Section geometry

HEM shape
Height (h):
220mm
Width (b):
206mm
Web thickness (tw):
15mm
Flange thickness (tf):
25mm
Radius (r):
18mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.064E8
Z-axis:
3.651E7
Elastic section modulus (Wel):mm³
Y-axis:
9.674E5
Z-axis:
3.544E5
Plastic section modulus (Wpl):mm³
Y-axis:
1.135E6
Z-axis:
5.432E5
Radius of gyration (i):mm
Y-axis:
90
Z-axis:
52
Plastic shear area (Av):mm²
Y-axis:
10300
Z-axis:
4103

Weight per meter:
103kg/m
Area (A):
13130mm²
Surface area per meter:
1.203m²/m
Torsion constant (It):
2.575E6mm⁴
Warping constant (Iw):
3.462E11mm⁶

Profile overview for HEM 200

The HEM 200 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 220 mm and a flange width (b) of 206 mm, supported by a 15 mm thick web and 25 mm thick flanges. With a cross-sectional area of 13130 mm² and a linear mass of 103 kg/m, the HEM 200 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 106400000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 1135000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 36510000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEM 200 provides a y-axis shear area (at strong bending axis) of 10300 mm² for web shear verification and a torsion constant of 2575000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 346200000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.