IPE 300

Production class: hot rolled (EN 10365)

Section geometry

IPE shape
Height (h):
300mm
Width (b):
150mm
Web thickness (tw):
7.1mm
Flange thickness (tf):
10.7mm
Radius (r):
15mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
8.356E7
Z-axis:
6.037E6
Elastic section modulus (Wel):mm³
Y-axis:
5.570E5
Z-axis:
80500
Plastic section modulus (Wpl):mm³
Y-axis:
6.283E5
Z-axis:
1.252E5
Radius of gyration (i):mm
Y-axis:
124
Z-axis:
33
Plastic shear area (Av):mm²
Y-axis:
3210
Z-axis:
2568

Weight per meter:
42.2kg/m
Area (A):
5380mm²
Surface area per meter:
1.16m²/m
Torsion constant (It):
1.991E5mm⁴
Warping constant (Iw):
1.259E11mm⁶

Profile overview for IPE 300

The IPE 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 300 mm and a flange width (b) of 150 mm, supported by a 7.1 mm thick web and 10.7 mm thick flanges. With a cross-sectional area of 5380 mm² and a linear mass of 42.2 kg/m, the IPE 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 83560000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 628300 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 6037000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPE 300 provides a y-axis shear area (at strong bending axis) of 3210 mm² for web shear verification and a torsion constant of 199100 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 125900000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.