HP 310x125

Production class: hot rolled (ASTM A 6/A 6M)

Section geometry

HP shape
Height (h):
312mm
Width (b):
312mm
Web thickness (tw):
17.4mm
Flange thickness (tf):
17.4mm
Radius (r):
20mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
2.729E8
Z-axis:
8.826E7
Elastic section modulus (Wel):mm³
Y-axis:
1.749E6
Z-axis:
5.657E5
Plastic section modulus (Wpl):mm³
Y-axis:
1.979E6
Z-axis:
8.723E5
Radius of gyration (i):mm
Y-axis:
130
Z-axis:
74
Plastic shear area (Av):mm²
Y-axis:
10860
Z-axis:
6165

Weight per meter:
125kg/m
Area (A):
15900mm²
Surface area per meter:
1.803m²/m
Torsion constant (It):
1.873E6mm⁴
Warping constant (Iw):
1.911E12mm⁶

Profile overview for HP 310x125

The HP 310x125 is a structural steel cross-section utilized in commercial construction, industrial framing, and mechanical engineering. Manufactured as a hot rolled section, it complies with ASTM A 6/A 6M 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 312 mm and a flange width (b) of 312 mm, supported by a 17.4 mm thick web and 17.4 mm thick flanges. With a cross-sectional area of 15900 mm² and a linear mass of 125 kg/m, the HP 310x125 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 272900000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 1979000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 88260000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HP 310x125 provides a y-axis shear area (at strong bending axis) of 10857.6 mm² for web shear verification and a torsion constant of 1873000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 1911000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.