Structural sectional properties for a W14X82 standard steel section

| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W14X82 |
| Cross Sectional Area | A | 24 in2 |
| Section Width | b | 10.1 in |
| Section Depth | d | 14.3 in |
| Flange thickness | tf | 0.855 in |
| Web thickness | tw | 0.51 in |
| Radius of Gyration about X-X | rx | 6.05 in |
| Radius of Gyrations about Y-Y | ry | 2.48 in |
| Moment of Inertia about X-X | Ix | 881 in4 |
| Moment of Intertia about Y-Y | Iy | 148 in4 |
| Elastic Section Modulus about X-X | Sx | 123 in3 |
| Elastic Section Modulus about Y-Y | Sy | 29.3 in3 |
| Plastic Section Modulus about X-X | Zx | 139 in3 |
| Plastic Section Modulus about Y-Y | Zy | 44.8 in3 |
| St. Venant Torsional Constant | J | 5.07 in4 |
| Warping Torsion Constant | Cw | 6710 in6 |
| Self Weight of section | Weight | 82 lb/ft |
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W14X82 |
| Cross Sectional Area | A | 15484 mm2 |
| Section Width | b | 257 mm |
| Section Depth | d | 363 mm |
| Flange thickness | tf | 21.7 mm |
| Web thickness | tw | 13 mm |
| Radius of Gyration about X-X | rx | 154 mm |
| Radius of Gyrations about Y-Y | ry | 63 mm |
| Moment of Inertia about X-X | Ix | 367000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 62000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 2016000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 480000 mm3 |
| Plastic Section Modulus about X-X | Zx | 2278000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 734000 mm3 |
| St. Venant Torsional Constant | J | 2110000 mm4 |
| Warping Torsion Constant | Cw | 1802000000000 mm6 |
| Self Weight of section | Weight | 122 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W14X82 steel section is a standard North American steel section in the W - Wide Flange category. The height and width of the section are 14.3 in (363 mm) and 10.1 in (257 mm) respectively. It weighs 82 lb/ft (122 kg/m) and has a cross sectional area of 24 in2 (15484 mm2).
The section has a tensile yield capacity of:
The section has a flexural plastic moment capacity of:
The section has a flexural elastic moment capacity of: