HP 200x53

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

Section geometry

HP shape
Height (h):
204mm
Width (b):
207mm
Web thickness (tw):
11.3mm
Flange thickness (tf):
11.3mm
Radius (r):
10mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
4.977E7
Z-axis:
1.673E7
Elastic section modulus (Wel):mm³
Y-axis:
4.879E5
Z-axis:
1.616E5
Plastic section modulus (Wpl):mm³
Y-axis:
5.512E5
Z-axis:
2.485E5
Radius of gyration (i):mm
Y-axis:
85
Z-axis:
49
Plastic shear area (Av):mm²
Y-axis:
4678
Z-axis:
2489

Weight per meter:
53kg/m
Area (A):
6840mm²
Surface area per meter:
1.196m²/m
Torsion constant (It):
3.194E5mm⁴
Warping constant (Iw):
1.550E11mm⁶

Profile overview for HP 200x53

The HP 200x53 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 204 mm and a flange width (b) of 207 mm, supported by a 11.3 mm thick web and 11.3 mm thick flanges. With a cross-sectional area of 6840 mm² and a linear mass of 53 kg/m, the HP 200x53 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 49770000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 551200 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 16730000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HP 200x53 provides a y-axis shear area (at strong bending axis) of 4678.2 mm² for web shear verification and a torsion constant of 319400 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 155000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.