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HP 360x152

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

Section geometry

HP shape
Height (h):
356.4mm
Width (b):
376mm
Web thickness (tw):
17.8mm
Flange thickness (tf):
17.9mm
Radius (r):
20mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
4.431E8
Z-axis:
1.588E8
Elastic section modulus (Wel):mm³
Y-axis:
2.486E6
Z-axis:
8.446E5
Plastic section modulus (Wpl):mm³
Y-axis:
2.789E6
Z-axis:
1.295E6
Radius of gyration (i):mm
Y-axis:
150
Z-axis:
90
Plastic shear area (Av):mm²
Y-axis:
13460
Z-axis:
7084
Weight per meter:
152kg/m
Area (A):
19370mm²
Surface area per meter:
2.147m²/m
Torsion constant (It):
2.348E6mm⁴
Warping constant (Iw):
4.542E12mm⁶

Profile overview for HP 360x152

The HP 360x152 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 356.4 mm and a flange width (b) of 376 mm, supported by a 17.8 mm thick web and 17.9 mm thick flanges. With a cross-sectional area of 19370 mm² and a linear mass of 152 kg/m, the HP 360x152 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 443100000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 2789000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 158800000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HP 360x152 provides a y-axis shear area (at strong bending axis) of 13460.8 mm² for web shear verification and a torsion constant of 2348000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 4542000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.