Section properties for W40X327
Structural sectional properties for a W40X327 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W40X327 |
| Cross Sectional Area | A | 95.9 in2 |
| Section Width | b | 12.1 in |
| Section Depth | d | 40.8 in |
| Flange thickness | tf | 2.13 in |
| Web thickness | tw | 1.18 in |
| Radius of Gyration about X-X | rx | 16 in |
| Radius of Gyrations about Y-Y | ry | 2.58 in |
| Moment of Inertia about X-X | Ix | 24500 in4 |
| Moment of Intertia about Y-Y | Iy | 640 in4 |
| Elastic Section Modulus about X-X | Sx | 1200 in3 |
| Elastic Section Modulus about Y-Y | Sy | 105 in3 |
| Plastic Section Modulus about X-X | Zx | 1410 in3 |
| Plastic Section Modulus about Y-Y | Zy | 170 in3 |
| St. Venant Torsional Constant | J | 103 in4 |
| Warping Torsion Constant | Cw | 239000 in6 |
| Self Weight of section per foot | Weight | 327 lb/ft |
A W40X327 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 327 lb/ft and has a cross sectional area of 95.9 in2. The height and width of the section are 40.8 in and 12.1 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