HEM 300

Production class: hot rolled (EN 10365)

Section geometry

HEM shape
Height (h):
340mm
Width (b):
310mm
Web thickness (tw):
21mm
Flange thickness (tf):
39mm
Radius (r):
27mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
5.920E8
Z-axis:
1.940E8
Elastic section modulus (Wel):mm³
Y-axis:
3.482E6
Z-axis:
1.251E6
Plastic section modulus (Wpl):mm³
Y-axis:
4.077E6
Z-axis:
1.913E6
Radius of gyration (i):mm
Y-axis:
139
Z-axis:
80
Plastic shear area (Av):mm²
Y-axis:
24180
Z-axis:
9052

Weight per meter:
238kg/m
Area (A):
30310mm²
Surface area per meter:
1.832m²/m
Torsion constant (It):
1.410E7mm⁴
Warping constant (Iw):
4.386E12mm⁶

Profile overview for HEM 300

The HEM 300 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 340 mm and a flange width (b) of 310 mm, supported by a 21 mm thick web and 39 mm thick flanges. With a cross-sectional area of 30310 mm² and a linear mass of 238 kg/m, the HEM 300 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 592000000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 4077000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 194000000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEM 300 provides a y-axis shear area (at strong bending axis) of 24180 mm² for web shear verification and a torsion constant of 14100000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 4386000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.