Dimensions and section properties for WT15X146
Structural sectional properties for a WT15X146 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT15X146 |
| Cross Sectional Area | A | 43 in2 |
| Section Width | b | 15.3 in |
| Section Depth | d | 16 in |
| Flange thickness | tf | 1.85 in |
| Web thickness | tw | 1.02 in |
| Radius of Gyration about X-X | rx | 4.48 in |
| Radius of Gyrations about Y-Y | ry | 3.58 in |
| Moment of Inertia about X-X | Ix | 861 in4 |
| Moment of Intertia about Y-Y | Iy | 549 in4 |
| Elastic Section Modulus about X-X | Sx | 69.6 in3 |
| Elastic Section Modulus about Y-Y | Sy | 71.9 in3 |
| Plastic Section Modulus about X-X | Zx | 125 in3 |
| Plastic Section Modulus about Y-Y | Zy | 111 in3 |
| St. Venant Torsional Constant | J | 37.5 in4 |
| Warping Torsion Constant | Cw | 257 in6 |
| Self Weight of section | Weight | 146 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT15X146 |
| Cross Sectional Area | A | 27742 mm2 |
| Section Width | b | 389 mm |
| Section Depth | d | 406 mm |
| Flange thickness | tf | 47 mm |
| Web thickness | tw | 25.9 mm |
| Radius of Gyration about X-X | rx | 114 mm |
| Radius of Gyrations about Y-Y | ry | 91 mm |
| Moment of Inertia about X-X | Ix | 358000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 229000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 1141000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 1178000 mm3 |
| Plastic Section Modulus about X-X | Zx | 2048000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 1819000 mm3 |
| St. Venant Torsional Constant | J | 15609000 mm4 |
| Warping Torsion Constant | Cw | 69000000000 mm6 |
| Self Weight of section | Weight | 217 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT15X146 steel section is a standard North American steel section in the WT - Tee Sections category. The height and width of the section are 16 in (406 mm) and 15.3 in (389 mm) respectively. It weighs 146 lb/ft (217 kg/m) and has a cross sectional area of 43 in2 (27742 mm2).
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:
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