HE 700x352

Production class: hot rolled (EN 10365)

Section geometry

HE shape
Height (h):
728mm
Width (b):
308mm
Web thickness (tw):
25mm
Flange thickness (tf):
46mm
Radius (r):
27mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
3.897E9
Z-axis:
2.250E8
Elastic section modulus (Wel):mm³
Y-axis:
1.070E7
Z-axis:
1.461E6
Plastic section modulus (Wpl):mm³
Y-axis:
1.238E7
Z-axis:
2.292E6
Radius of gyration (i):mm
Y-axis:
294
Z-axis:
70
Plastic shear area (Av):mm²
Y-axis:
28336
Z-axis:
20150

Weight per meter:
352kg/m
Area (A):
44860mm²
Surface area per meter:
2.592m²/m
Torsion constant (It):
2.453E7mm⁴
Warping constant (Iw):
2.604E13mm⁶

Profile overview for HE 700x352

The HE 700x352 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 728 mm and a flange width (b) of 308 mm, supported by a 25 mm thick web and 46 mm thick flanges. With a cross-sectional area of 44860 mm² and a linear mass of 352 kg/m, the HE 700x352 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 3896800000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 12380000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 225000000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HE 700x352 provides a y-axis shear area (at strong bending axis) of 28336 mm² for web shear verification and a torsion constant of 24530000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 26040000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.