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IPE 750x147

Production class: hot rolled (EN 10365)

Section geometry

IPE shape
Height (h):
753mm
Width (b):
265mm
Web thickness (tw):
13.2mm
Flange thickness (tf):
17mm
Radius (r):
20mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.673E9
Z-axis:
5.291E7
Elastic section modulus (Wel):mm³
Y-axis:
4.442E6
Z-axis:
3.993E5
Plastic section modulus (Wpl):mm³
Y-axis:
5.143E6
Z-axis:
6.320E5
Radius of gyration (i):mm
Y-axis:
297
Z-axis:
52
Plastic shear area (Av):mm²
Y-axis:
9010
Z-axis:
10730
Weight per meter:
147kg/m
Area (A):
18750mm²
Surface area per meter:
2.505m²/m
Torsion constant (It):
1.632E6mm⁴
Warping constant (Iw):
7.140E12mm⁶

Profile overview for IPE 750x147

The IPE 750x147 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 753 mm and a flange width (b) of 265 mm, supported by a 13.2 mm thick web and 17 mm thick flanges. With a cross-sectional area of 18750 mm² and a linear mass of 147 kg/m, the IPE 750x147 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 1672500000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 5143000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 52910000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPE 750x147 provides a y-axis shear area (at strong bending axis) of 9010 mm² for web shear verification and a torsion constant of 1632000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 7140000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.