HEAA 700

Production class: hot rolled (EN 10365)

Section geometry

HEAA shape
Height (h):
670mm
Width (b):
300mm
Web thickness (tw):
13mm
Flange thickness (tf):
17mm
Radius (r):
27mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.427E9
Z-axis:
7.673E7
Elastic section modulus (Wel):mm³
Y-axis:
4.260E6
Z-axis:
5.115E5
Plastic section modulus (Wpl):mm³
Y-axis:
4.840E6
Z-axis:
7.997E5
Radius of gyration (i):mm
Y-axis:
273
Z-axis:
63
Plastic shear area (Av):mm²
Y-axis:
10200
Z-axis:
10030

Weight per meter:
150kg/m
Area (A):
19090mm²
Surface area per meter:
2.468m²/m
Torsion constant (It):
1.863E6mm⁴
Warping constant (Iw):
8.155E12mm⁶

Profile overview for HEAA 700

The HEAA 700 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 670 mm and a flange width (b) of 300 mm, supported by a 13 mm thick web and 17 mm thick flanges. With a cross-sectional area of 19090 mm² and a linear mass of 150 kg/m, the HEAA 700 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 1427200000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 4840000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 76730000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEAA 700 provides a y-axis shear area (at strong bending axis) of 10200 mm² for web shear verification and a torsion constant of 1863000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 8155000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.