HP18X157 Steel HP-shape — Section Properties

Dimensions

Property Value Unit
Depth (d) 17.7 449.6 mm
Flange Width (bf) 17.9 45.47 cm
Flange Thickness (tf) 0.87 22.1 mm
Web Thickness (tw) 0.87 22.1 mm
Area (A) 46.2 in² 298.1 cm²
Weight 157 lb/ft 233.6 kg/m

Elastic Section Properties

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 2570 833 in⁴
Elastic Section Modulus (S) 290 93.1 in³
Plastic Section Modulus (Z) 327 143 in³
Radius of Gyration (r) 7.46 4.25 in

Torsional Properties

Property Value Unit
Torsional Constant (J) 13.9 in⁴
Warping Constant (Cw) 59000 in⁶
Distance Between Flange Centroids (ho) 16.8 in
Effective Radius (rts) 4.92 in

Design Resources

Frequently Asked Questions

What is the weight of a HP18X157 pile? 157 lb/ft (233.6 kg/m).

What is the section modulus of HP18X157? Sx = 290 in³, Zx = 327 in³ (strong axis). Sy = 93.1 in³, Zy = 143 in³ (weak axis).

What steel grade is standard for HP18X157? ASTM A572 Grade 50 (Fy = 50 ksi) or A36 for HP-shapes. Verify with mill certificate.

What is the moment of inertia of HP18X157? Ix = 2570 in⁴ about the strong axis and Iy = 833 in⁴ about the weak axis. The radius of gyration is rx = 7.46 in and ry = 4.25 in.

Related Pages


Educational reference only. Verify all section properties against the current AISC Manual and mill certificates before design. Results are PRELIMINARY — NOT FOR CONSTRUCTION.