AISC 360-22ASTM A992 / A6W10 Series
AISC W10x19 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 | 19 lb/ft | 28.3 kg/m |
| Cross-Sectional Area | A | 5.62 in² | 3626 mm² |
| Overall Depth | d | 10.2 in | 259.1 mm |
| Flange Width | bf | 4.02 in | 102.1 mm |
| Flange Thickness | tf | 0.395 in | 10 mm |
| Web Thickness | tw | 0.25 in | 6.4 mm |
| Flange Centroid Distance | ho | 9.81 in | 249.2 mm |
Bending & Buckling Properties
| Property | Symbol | Imperial (US) | Metric (SI) |
|---|---|---|---|
| Strong-Axis Inertia | Ix | 96.3 in⁴ | 40.1 ×10⁶ mm⁴ |
| Strong-Axis Elastic Modulus | Sx | 18.8 in³ | 308 ×10³ mm³ |
| Strong-Axis Plastic Modulus | Zx | 21.6 in³ | 354 ×10³ mm³ |
| Strong-Axis Radius of Gyration | rx | 4.14 in | 105.2 mm |
| Weak-Axis Inertia | Iy | 4.3 in⁴ | 1.8 ×10⁶ mm⁴ |
| Weak-Axis Elastic Modulus | Sy | 2.1 in³ | 35 ×10³ mm³ |
| Weak-Axis Plastic Modulus | Zy | 3.4 in³ | 55 ×10³ mm³ |
| Weak-Axis Radius of Gyration | ry | 0.87 in | 22.2 mm |
| Torsional Constant | J | 0.233 in⁴ | 97 ×10³ mm⁴ |
| Warping Constant | Cw | 163.7 in⁶ | 27.9 ×10⁹ mm⁶ |
| Effective Radius of Gyration | rts | 1.06 in | 26.9 mm |
AISC 360-22 Design Capacities (Fy = 50 ksi / 345 MPa)
Plastic Moment Capacity (φMp)
81 kip-ft
109.9 kN·m (φ = 0.90)Nominal Shear Capacity (φVn)
68.8 kips
306.5 kN (φ = 0.90)Flange Slenderness (λf = bf / 2tf)
5.09
✓ Compact Flange (λf ≤ 9.15)Web Slenderness (λw = h / tw)
37.6
✓ Compact Web (λw ≤ 90.5)