Section properties for W14X370
Structural sectional properties for a W14X370 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W14X370 |
| Cross Sectional Area | A | 109 in2 |
| Section Width | b | 16.5 in |
| Section Depth | d | 17.9 in |
| Flange thickness | tf | 2.66 in |
| Web thickness | tw | 1.66 in |
| Radius of Gyration about X-X | rx | 7.07 in |
| Radius of Gyrations about Y-Y | ry | 4.27 in |
| Moment of Inertia about X-X | Ix | 5440 in4 |
| Moment of Intertia about Y-Y | Iy | 1990 in4 |
| Elastic Section Modulus about X-X | Sx | 607 in3 |
| Elastic Section Modulus about Y-Y | Sy | 241 in3 |
| Plastic Section Modulus about X-X | Zx | 736 in3 |
| Plastic Section Modulus about Y-Y | Zy | 370 in3 |
| St. Venant Torsional Constant | J | 222 in4 |
| Warping Torsion Constant | Cw | 116000 in6 |
| Self Weight of section per foot | Weight | 370 lb/ft |
A W14X370 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 370 lb/ft and has a cross sectional area of 109 in2. The height and width of the section are 17.9 in and 16.5 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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