HEM 180

Production class: hot rolled (EN 10365)

Section geometry

HEM shape
Height (h):
200mm
Width (b):
186mm
Web thickness (tw):
14.5mm
Flange thickness (tf):
24mm
Radius (r):
15mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
7.483E7
Z-axis:
2.580E7
Elastic section modulus (Wel):mm³
Y-axis:
7.483E5
Z-axis:
2.774E5
Plastic section modulus (Wpl):mm³
Y-axis:
8.834E5
Z-axis:
4.251E5
Radius of gyration (i):mm
Y-axis:
81
Z-axis:
47
Plastic shear area (Av):mm²
Y-axis:
8928
Z-axis:
3465

Weight per meter:
88.9kg/m
Area (A):
11330mm²
Surface area per meter:
1.089m²/m
Torsion constant (It):
2.011E6mm⁴
Warping constant (Iw):
1.993E11mm⁶

Profile overview for HEM 180

The HEM 180 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 200 mm and a flange width (b) of 186 mm, supported by a 14.5 mm thick web and 24 mm thick flanges. With a cross-sectional area of 11330 mm² and a linear mass of 88.9 kg/m, the HEM 180 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 74830000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 883400 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 25800000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEM 180 provides a y-axis shear area (at strong bending axis) of 8928 mm² for web shear verification and a torsion constant of 2011000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 199300000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.