AISC 360-22ASTM A992 / A6W10 Series
AISC W10x112 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 | 112 lb/ft | 166.7 kg/m |
| Cross-Sectional Area | A | 32.9 in² | 21226 mm² |
| Overall Depth | d | 11.4 in | 289.6 mm |
| Flange Width | bf | 10.4 in | 264.2 mm |
| Flange Thickness | tf | 1.25 in | 31.8 mm |
| Web Thickness | tw | 0.755 in | 19.2 mm |
| Flange Centroid Distance | ho | 10.2 in | 259.1 mm |
Bending & Buckling Properties
| Property | Symbol | Imperial (US) | Metric (SI) |
|---|---|---|---|
| Strong-Axis Inertia | Ix | 716 in⁴ | 298 ×10⁶ mm⁴ |
| Strong-Axis Elastic Modulus | Sx | 126 in³ | 2065 ×10³ mm³ |
| Strong-Axis Plastic Modulus | Zx | 147 in³ | 2409 ×10³ mm³ |
| Strong-Axis Radius of Gyration | rx | 4.66 in | 118.4 mm |
| Weak-Axis Inertia | Iy | 236 in⁴ | 98.2 ×10⁶ mm⁴ |
| Weak-Axis Elastic Modulus | Sy | 45.3 in³ | 742 ×10³ mm³ |
| Weak-Axis Plastic Modulus | Zy | 69.2 in³ | 1134 ×10³ mm³ |
| Weak-Axis Radius of Gyration | ry | 2.68 in | 68.1 mm |
| Torsional Constant | J | 15.1 in⁴ | 6285 ×10³ mm⁴ |
| Warping Constant | Cw | 9475.1 in⁶ | 1616.6 ×10⁹ mm⁶ |
| Effective Radius of Gyration | rts | 3.08 in | 78.2 mm |
AISC 360-22 Design Capacities (Fy = 50 ksi / 345 MPa)
Plastic Moment Capacity (φMp)
551.3 kip-ft
748 kN·m (φ = 0.90)Nominal Shear Capacity (φVn)
232.4 kips
1034.5 kN (φ = 0.90)Flange Slenderness (λf = bf / 2tf)
4.16
✓ Compact Flange (λf ≤ 9.15)Web Slenderness (λw = h / tw)
11.8
✓ Compact Web (λw ≤ 90.5)