Section properties for WT6X139.5
Structural sectional properties for a WT6X139.5 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT6X139.5 |
| Cross Sectional Area | A | 41 in2 |
| Section Width | b | 13.1 in |
| Section Depth | d | 7.93 in |
| Flange thickness | tf | 2.47 in |
| Web thickness | tw | 1.53 in |
| Radius of Gyration about X-X | rx | 1.86 in |
| Radius of Gyrations about Y-Y | ry | 3.38 in |
| Moment of Inertia about X-X | Ix | 141 in4 |
| Moment of Intertia about Y-Y | Iy | 469 in4 |
| Elastic Section Modulus about X-X | Sx | 24.1 in3 |
| Elastic Section Modulus about Y-Y | Sy | 71.3 in3 |
| Plastic Section Modulus about X-X | Zx | 51.9 in3 |
| Plastic Section Modulus about Y-Y | Zy | 110 in3 |
| St. Venant Torsional Constant | J | 70.9 in4 |
| Warping Torsion Constant | Cw | 267 in6 |
| Self Weight of section per foot | Weight | 139.5 lb/ft |
A WT6X139.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 139.5 lb/ft and has a cross sectional area of 41 in2. The height and width of the section are 7.93 in and 13.1 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
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