Section properties for W14X120
Structural sectional properties for a W14X120 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W14X120 |
| Cross Sectional Area | A | 35.3 in2 |
| Section Width | b | 14.7 in |
| Section Depth | d | 14.5 in |
| Flange thickness | tf | 0.94 in |
| Web thickness | tw | 0.59 in |
| Radius of Gyration about X-X | rx | 6.24 in |
| Radius of Gyrations about Y-Y | ry | 3.74 in |
| Moment of Inertia about X-X | Ix | 1380 in4 |
| Moment of Intertia about Y-Y | Iy | 495 in4 |
| Elastic Section Modulus about X-X | Sx | 190 in3 |
| Elastic Section Modulus about Y-Y | Sy | 67.5 in3 |
| Plastic Section Modulus about X-X | Zx | 212 in3 |
| Plastic Section Modulus about Y-Y | Zy | 102 in3 |
| St. Venant Torsional Constant | J | 9.37 in4 |
| Warping Torsion Constant | Cw | 22700 in6 |
| Self Weight of section per foot | Weight | 120 lb/ft |
A W14X120 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 120 lb/ft and has a cross sectional area of 35.3 in2. The height and width of the section are 14.5 in and 14.7 in respectively.
The section has a tensile yield capacity of:
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The section has a flexural plastic moment capacity of:
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The section has a flexural elastic moment capacity of:
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