Section properties for WT16.5X100.5
Structural sectional properties for a WT16.5X100.5 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT16.5X100.5 |
| Cross Sectional Area | A | 29.7 in2 |
| Section Width | b | 15.7 in |
| Section Depth | d | 16.8 in |
| Flange thickness | tf | 1.15 in |
| Web thickness | tw | 0.715 in |
| Radius of Gyration about X-X | rx | 4.95 in |
| Radius of Gyrations about Y-Y | ry | 3.56 in |
| Moment of Inertia about X-X | Ix | 725 in4 |
| Moment of Intertia about Y-Y | Iy | 375 in4 |
| Elastic Section Modulus about X-X | Sx | 55.5 in3 |
| Elastic Section Modulus about Y-Y | Sy | 47.6 in3 |
| Plastic Section Modulus about X-X | Zx | 97.8 in3 |
| Plastic Section Modulus about Y-Y | Zy | 73.3 in3 |
| St. Venant Torsional Constant | J | 10.4 in4 |
| Warping Torsion Constant | Cw | 84.9 in6 |
| Self Weight of section per foot | Weight | 100.5 lb/ft |
A WT16.5X100.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 100.5 lb/ft and has a cross sectional area of 29.7 in2. The height and width of the section are 16.8 in and 15.7 in respectively.
The section has a tensile yield capacity of:
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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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