HP 305x223

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

Section geometry

HP shape
Height (h):
337.9mm
Width (b):
325.7mm
Web thickness (tw):
30.3mm
Flange thickness (tf):
30.4mm
Radius (r):
20mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
5.295E8
Z-axis:
1.758E8
Elastic section modulus (Wel):mm³
Y-axis:
3.134E6
Z-axis:
1.079E6
Plastic section modulus (Wpl):mm³
Y-axis:
3.672E6
Z-axis:
1.682E6
Radius of gyration (i):mm
Y-axis:
136
Z-axis:
78
Plastic shear area (Av):mm²
Y-axis:
19800
Z-axis:
10870

Weight per meter:
223kg/m
Area (A):
28400mm²
Surface area per meter:
1.884m²/m
Torsion constant (It):
9.770E6mm⁴
Warping constant (Iw):
4.138E12mm⁶

Profile overview for HP 305x223

The HP 305x223 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 337.9 mm and a flange width (b) of 325.7 mm, supported by a 30.3 mm thick web and 30.4 mm thick flanges. With a cross-sectional area of 28400 mm² and a linear mass of 223 kg/m, the HP 305x223 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 529500000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 3672000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 175800000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HP 305x223 provides a y-axis shear area (at strong bending axis) of 19802.56 mm² for web shear verification and a torsion constant of 9770000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 4138000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.