HEA 100

Production class: hot rolled (EN 10365)

Section geometry

HEA shape
Height (h):
96mm
Width (b):
100mm
Web thickness (tw):
5mm
Flange thickness (tf):
8mm
Radius (r):
12mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
3.492E6
Z-axis:
1.338E6
Elastic section modulus (Wel):mm³
Y-axis:
72750
Z-axis:
26760
Plastic section modulus (Wpl):mm³
Y-axis:
83010
Z-axis:
41140
Radius of gyration (i):mm
Y-axis:
40
Z-axis:
25
Plastic shear area (Av):mm²
Y-axis:
1600
Z-axis:
755.6

Weight per meter:
16.7kg/m
Area (A):
2120mm²
Surface area per meter:
0.561m²/m
Torsion constant (It):
52830mm⁴
Warping constant (Iw):
2.581E9mm⁶

Profile overview for HEA 100

The HEA 100 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 96 mm and a flange width (b) of 100 mm, supported by a 5 mm thick web and 8 mm thick flanges. With a cross-sectional area of 2120 mm² and a linear mass of 16.7 kg/m, the HEA 100 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 3492000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 83010 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 1338000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEA 100 provides a y-axis shear area (at strong bending axis) of 1600 mm² for web shear verification and a torsion constant of 52830 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 2581000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.