HP16X162 Steel HP-shape — Section Properties

Dimensions

Property Value Unit
Depth (d) 16.3 414.0 mm
Flange Width (bf) 16.1 40.89 cm
Flange Thickness (tf) 1 25.4 mm
Web Thickness (tw) 1 25.4 mm
Area (A) 47.7 in² 307.7 cm²
Weight 162 lb/ft 241.1 kg/m

Elastic Section Properties

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 2190 697 in⁴
Elastic Section Modulus (S) 269 86.6 in³
Plastic Section Modulus (Z) 306 134 in³
Radius of Gyration (r) 6.78 3.82 in

Torsional Properties

Property Value Unit
Torsional Constant (J) 18.8 in⁴
Warping Constant (Cw) 40800 in⁶
Distance Between Flange Centroids (ho) 15.3 in
Effective Radius (rts) 4.45 in

Design Resources

Frequently Asked Questions

What is the weight of a HP16X162 pile? 162 lb/ft (241.1 kg/m).

What is the section modulus of HP16X162? Sx = 269 in³, Zx = 306 in³ (strong axis). Sy = 86.6 in³, Zy = 134 in³ (weak axis).

What steel grade is standard for HP16X162? ASTM A572 Grade 50 (Fy = 50 ksi) or A36 for HP-shapes. Verify with mill certificate.

What is the moment of inertia of HP16X162? Ix = 2190 in⁴ about the strong axis and Iy = 697 in⁴ about the weak axis. The radius of gyration is rx = 6.78 in and ry = 3.82 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.