IPE 100

Production class: hot rolled (EN 10365)

Section geometry

IPE shape
Height (h):
100mm
Width (b):
55mm
Web thickness (tw):
4.1mm
Flange thickness (tf):
5.7mm
Radius (r):
7mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.710E6
Z-axis:
1.591E5
Elastic section modulus (Wel):mm³
Y-axis:
34200
Z-axis:
5788
Plastic section modulus (Wpl):mm³
Y-axis:
39400
Z-axis:
9145
Radius of gyration (i):mm
Y-axis:
40
Z-axis:
12
Plastic shear area (Av):mm²
Y-axis:
627
Z-axis:
508.4

Weight per meter:
8.1kg/m
Area (A):
1030mm²
Surface area per meter:
0.4m²/m
Torsion constant (It):
11570mm⁴
Warping constant (Iw):
3.510E8mm⁶

Profile overview for IPE 100

The IPE 100 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 100 mm and a flange width (b) of 55 mm, supported by a 4.1 mm thick web and 5.7 mm thick flanges. With a cross-sectional area of 1030 mm² and a linear mass of 8.1 kg/m, the IPE 100 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 1710000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 39400 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 159100 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPE 100 provides a y-axis shear area (at strong bending axis) of 627 mm² for web shear verification and a torsion constant of 11570 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 351000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.