S3X5.7 Steel S-shape — Section Properties

Dimensions

Property Value Unit
Depth (d) 3 76.2 mm
Flange Width (bf) 2.33 5.92 cm
Flange Thickness (tf) 0.26 6.6 mm
Web Thickness (tw) 0.17 4.3 mm
Area (A) 1.66 in² 10.7 cm²
Weight 5.7 lb/ft 8.5 kg/m

Elastic Section Properties

Property Strong Axis (X-X) Weak Axis (Y-Y) Unit
Moment of Inertia (I) 2.5 0.447 in⁴
Elastic Section Modulus (S) 1.67 0.383 in³
Plastic Section Modulus (Z) 1.94 0.656 in³
Radius of Gyration (r) 1.23 0.518 in

Torsional Properties

Property Value Unit
Torsional Constant (J) 0.043 in⁴
Warping Constant (Cw) 0.838 in⁶
Distance Between Flange Centroids (ho) 2.74 in
Effective Radius (rts) 0.605 in

Design Resources

Frequently Asked Questions

What is the weight of a S3X5.7 beam? 5.7 lb/ft (8.5 kg/m).

What is the section modulus of S3X5.7? Sx = 1.67 in³, Zx = 1.94 in³ (strong axis). Sy = 0.383 in³, Zy = 0.656 in³ (weak axis).

What steel grade is standard for S3X5.7? ASTM A36 (Fy = 36 ksi) for S-shapes. Verify with mill certificate.

What is the moment of inertia of S3X5.7? Ix = 2.5 in⁴ about the strong axis and Iy = 0.447 in⁴ about the weak axis. The radius of gyration is rx = 1.23 in and ry = 0.518 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.