AISC 360-22ASTM A992 / A6W10 Series
AISC W10x17 Properties & Dimensions
Standard wide flange I-beam cross-section properties, geometric dimensions, and LRFD design capacities per AISC Steel Construction Manual 15th/16th Edition.
Cross-Section Technical Schematic
Dual Units: Imperial (US) · SI MetricGeometric Dimensions & Area
| Property | Symbol | Imperial (US) | Metric (SI) |
|---|---|---|---|
| Nominal Weight | w | 17 lb/ft | 25.3 kg/m |
| Cross-Sectional Area | A | 4.99 in² | 3219 mm² |
| Overall Depth | d | 10.1 in | 256.5 mm |
| Flange Width | bf | 4.01 in | 101.9 mm |
| Flange Thickness | tf | 0.33 in | 8.4 mm |
| Web Thickness | tw | 0.24 in | 6.1 mm |
| Flange Centroid Distance | ho | 9.77 in | 248.2 mm |
Bending & Buckling Properties
| Property | Symbol | Imperial (US) | Metric (SI) |
|---|---|---|---|
| Strong-Axis Inertia | Ix | 81.9 in⁴ | 34.1 ×10⁶ mm⁴ |
| Strong-Axis Elastic Modulus | Sx | 16.2 in³ | 265 ×10³ mm³ |
| Strong-Axis Plastic Modulus | Zx | 18.7 in³ | 306 ×10³ mm³ |
| Strong-Axis Radius of Gyration | rx | 4.05 in | 102.9 mm |
| Weak-Axis Inertia | Iy | 3.6 in⁴ | 1.5 ×10⁶ mm⁴ |
| Weak-Axis Elastic Modulus | Sy | 1.8 in³ | 29 ×10³ mm³ |
| Weak-Axis Plastic Modulus | Zy | 2.8 in³ | 46 ×10³ mm³ |
| Weak-Axis Radius of Gyration | ry | 0.84 in | 21.5 mm |
| Torsional Constant | J | 0.156 in⁴ | 65 ×10³ mm⁴ |
| Warping Constant | Cw | 133.9 in⁶ | 22.9 ×10⁹ mm⁶ |
| Effective Radius of Gyration | rts | 1.04 in | 26.4 mm |
AISC 360-22 Design Capacities (Fy = 50 ksi / 345 MPa)
Plastic Moment Capacity (φMp)
70.1 kip-ft
95.1 kN·m (φ = 0.90)Nominal Shear Capacity (φVn)
65.4 kips
291.3 kN (φ = 0.90)Flange Slenderness (λf = bf / 2tf)
6.08
✓ Compact Flange (λf ≤ 9.15)Web Slenderness (λw = h / tw)
39.3
✓ Compact Web (λw ≤ 90.5)