Section properties for WT16.5X110.5
Structural sectional properties for a WT16.5X110.5 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT16.5X110.5 |
| Cross Sectional Area | A | 32.6 in2 |
| Section Width | b | 15.8 in |
| Section Depth | d | 17 in |
| Flange thickness | tf | 1.28 in |
| Web thickness | tw | 0.775 in |
| Radius of Gyration about X-X | rx | 4.95 in |
| Radius of Gyrations about Y-Y | ry | 3.59 in |
| Moment of Inertia about X-X | Ix | 799 in4 |
| Moment of Intertia about Y-Y | Iy | 420 in4 |
| Elastic Section Modulus about X-X | Sx | 60.8 in3 |
| Elastic Section Modulus about Y-Y | Sy | 53.2 in3 |
| Plastic Section Modulus about X-X | Zx | 107 in3 |
| Plastic Section Modulus about Y-Y | Zy | 82.1 in3 |
| St. Venant Torsional Constant | J | 13.9 in4 |
| Warping Torsion Constant | Cw | 113 in6 |
| Self Weight of section per foot | Weight | 110.5 lb/ft |
A WT16.5X110.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 110.5 lb/ft and has a cross sectional area of 32.6 in2. The height and width of the section are 17 in and 15.8 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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