S6X17.25 Steel S-shape — Section Properties

Dimensions

Property Value Unit
Depth (d) 6 152.4 mm
Flange Width (bf) 3.57 9.07 cm
Flange Thickness (tf) 0.359 9.1 mm
Web Thickness (tw) 0.465 11.8 mm
Area (A) 5.05 in² 32.6 cm²
Weight 17.25 lb/ft 25.7 kg/m

Elastic Section Properties

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 26.2 2.29 in⁴
Elastic Section Modulus (S) 8.74 1.28 in³
Plastic Section Modulus (Z) 10.5 2.35 in³
Radius of Gyration (r) 2.28 0.673 in

Torsional Properties

Property Value Unit
Torsional Constant (J) 0.371 in⁴
Warping Constant (Cw) 18.2 in⁶
Distance Between Flange Centroids (ho) 5.64 in
Effective Radius (rts) 0.859 in

Design Resources

Frequently Asked Questions

What is the weight of a S6X17.25 beam? 17.25 lb/ft (25.7 kg/m).

What is the section modulus of S6X17.25? Sx = 8.74 in³, Zx = 10.5 in³ (strong axis). Sy = 1.28 in³, Zy = 2.35 in³ (weak axis).

What steel grade is standard for S6X17.25? ASTM A36 (Fy = 36 ksi) for S-shapes. Verify with mill certificate.

What is the moment of inertia of S6X17.25? Ix = 26.2 in⁴ about the strong axis and Iy = 2.29 in⁴ about the weak axis. The radius of gyration is rx = 2.28 in and ry = 0.673 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.