IPE 750x134

Production class: hot rolled (EN 10365)

Section geometry

Height (h):

750mm

Width (b):

264mm

Web thickness (t_w):

12mm

Flange thickness (t_f):

15.5mm

Radius (r):

20mm

Section properties

Moment of inertia (I):mm⁴

Y-axis:

1.519E9

Z-axis:

4.767E7

Elastic section modulus (W_el):mm³

Y-axis:

4.050E6

Z-axis:

3.612E5

Plastic section modulus (W_pl):mm³

Y-axis:

4.678E6

Z-axis:

5.696E5

Radius of gyration (i):mm

Y-axis:

297

Z-axis:

Plastic shear area (A_v):mm²

Y-axis:

8184

Z-axis:

9777

Weight per meter:

134kg/m

Area (A):

17060mm²

Surface area per meter:

2.498m²/m

Torsion constant (I_t):

1.249E6mm⁴

Warping constant (I_w):

6.410E12mm⁶

Profile overview for IPE 750x134

The IPE 750x134 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 750 mm and a flange width (b) of 264 mm, supported by a 12 mm thick web and 15.5 mm thick flanges. With a cross-sectional area of 17060 mm² and a linear mass of 134 kg/m, the IPE 750x134 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 (I_y) of 1518900000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 4678000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (I_z) provides 47670000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPE 750x134 provides a y-axis shear area (at strong bending axis) of 8184 mm² for web shear verification and a torsion constant of 1249000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 6410000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.