W 310x310x313

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

Section geometry

W shape
Height (h):
374mm
Width (b):
325mm
Web thickness (tw):
30mm
Flange thickness (tf):
48.3mm
Radius (r):
20mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
8.982E8
Z-axis:
2.771E8
Elastic section modulus (Wel):mm³
Y-axis:
4.803E6
Z-axis:
1.705E6
Plastic section modulus (Wpl):mm³
Y-axis:
5.735E6
Z-axis:
2.619E6
Radius of gyration (i):mm
Y-axis:
149
Z-axis:
83
Plastic shear area (Av):mm²
Y-axis:
31395
Z-axis:
12040

Weight per meter:
313kg/m
Area (A):
39900mm²
Surface area per meter:
1.954m²/m
Torsion constant (It):
2.763E7mm⁴
Warping constant (Iw):
7.328E12mm⁶

Profile overview for W 310x310x313

The W 310x310x313 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 374 mm and a flange width (b) of 325 mm, supported by a 30 mm thick web and 48.3 mm thick flanges. With a cross-sectional area of 39900 mm² and a linear mass of 313 kg/m, the W 310x310x313 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 898200000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 5735000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 277100000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the W 310x310x313 provides a y-axis shear area (at strong bending axis) of 31395 mm² for web shear verification and a torsion constant of 27630000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 7328000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.