Section properties for W14X500
Structural sectional properties for a W14X500 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W14X500 |
| Cross Sectional Area | A | 147 in2 |
| Section Width | b | 17 in |
| Section Depth | d | 19.6 in |
| Flange thickness | tf | 3.5 in |
| Web thickness | tw | 2.19 in |
| Radius of Gyration about X-X | rx | 7.48 in |
| Radius of Gyrations about Y-Y | ry | 4.43 in |
| Moment of Inertia about X-X | Ix | 8210 in4 |
| Moment of Intertia about Y-Y | Iy | 2880 in4 |
| Elastic Section Modulus about X-X | Sx | 838 in3 |
| Elastic Section Modulus about Y-Y | Sy | 339 in3 |
| Plastic Section Modulus about X-X | Zx | 1050 in3 |
| Plastic Section Modulus about Y-Y | Zy | 522 in3 |
| St. Venant Torsional Constant | J | 514 in4 |
| Warping Torsion Constant | Cw | 187000 in6 |
| Self Weight of section per foot | Weight | 500 lb/ft |
A W14X500 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 500 lb/ft and has a cross sectional area of 147 in2. The height and width of the section are 19.6 in and 17 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