HEA 340

Production class: hot rolled (EN 10365)

Section geometry

HEA shape
Height (h):
330mm
Width (b):
300mm
Web thickness (tw):
9.5mm
Flange thickness (tf):
16.5mm
Radius (r):
27mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
2.769E8
Z-axis:
7.435E7
Elastic section modulus (Wel):mm³
Y-axis:
1.678E6
Z-axis:
4.957E5
Plastic section modulus (Wpl):mm³
Y-axis:
1.850E6
Z-axis:
7.559E5
Radius of gyration (i):mm
Y-axis:
144
Z-axis:
74
Plastic shear area (Av):mm²
Y-axis:
9900
Z-axis:
4495

Weight per meter:
105kg/m
Area (A):
13350mm²
Surface area per meter:
1.795m²/m
Torsion constant (It):
1.314E6mm⁴
Warping constant (Iw):
1.824E12mm⁶

Profile overview for HEA 340

The HEA 340 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 330 mm and a flange width (b) of 300 mm, supported by a 9.5 mm thick web and 16.5 mm thick flanges. With a cross-sectional area of 13350 mm² and a linear mass of 105 kg/m, the HEA 340 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 276900000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 1850000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 74350000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEA 340 provides a y-axis shear area (at strong bending axis) of 9900 mm² for web shear verification and a torsion constant of 1314000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 1824000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.