Section properties for W6X12
Structural sectional properties for a W6X12 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W6X12 |
| Cross Sectional Area | A | 3.55 in2 |
| Section Width | b | 4 in |
| Section Depth | d | 6.03 in |
| Flange thickness | tf | 0.28 in |
| Web thickness | tw | 0.23 in |
| Radius of Gyration about X-X | rx | 2.49 in |
| Radius of Gyrations about Y-Y | ry | 0.918 in |
| Moment of Inertia about X-X | Ix | 22.1 in4 |
| Moment of Intertia about Y-Y | Iy | 2.99 in4 |
| Elastic Section Modulus about X-X | Sx | 7.31 in3 |
| Elastic Section Modulus about Y-Y | Sy | 1.5 in3 |
| Plastic Section Modulus about X-X | Zx | 8.3 in3 |
| Plastic Section Modulus about Y-Y | Zy | 2.32 in3 |
| St. Venant Torsional Constant | J | 0.0903 in4 |
| Warping Torsion Constant | Cw | 24.7 in6 |
| Self Weight of section per foot | Weight | 12 lb/ft |
A W6X12 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 12 lb/ft and has a cross sectional area of 3.55 in2. The height and width of the section are 6.03 in and 4 in respectively.
The section has a tensile yield capacity of:
kip
The section has a flexural plastic moment capacity of:
kip-ft
The section has a flexural elastic moment capacity of:
kip-ft
Calcs.app