Section properties for WT6X13
Structural sectional properties for a WT6X13 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT6X13 |
| Cross Sectional Area | A | 3.82 in2 |
| Section Width | b | 6.49 in |
| Section Depth | d | 6.11 in |
| Flange thickness | tf | 0.38 in |
| Web thickness | tw | 0.23 in |
| Radius of Gyration about X-X | rx | 1.75 in |
| Radius of Gyrations about Y-Y | ry | 1.51 in |
| Moment of Inertia about X-X | Ix | 11.7 in4 |
| Moment of Intertia about Y-Y | Iy | 8.66 in4 |
| Elastic Section Modulus about X-X | Sx | 2.4 in3 |
| Elastic Section Modulus about Y-Y | Sy | 2.67 in3 |
| Plastic Section Modulus about X-X | Zx | 4.2 in3 |
| Plastic Section Modulus about Y-Y | Zy | 4.08 in3 |
| St. Venant Torsional Constant | J | 0.15 in4 |
| Warping Torsion Constant | Cw | 0.174 in6 |
| Self Weight of section per foot | Weight | 13 lb/ft |
A WT6X13 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 13 lb/ft and has a cross sectional area of 3.82 in2. The height and width of the section are 6.11 in and 6.49 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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