Dimensions and section properties for WT12X96
Structural sectional properties for a WT12X96 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT12X96 |
| Cross Sectional Area | A | 28.2 in2 |
| Section Width | b | 13 in |
| Section Depth | d | 12.7 in |
| Flange thickness | tf | 1.46 in |
| Web thickness | tw | 0.81 in |
| Radius of Gyration about X-X | rx | 3.53 in |
| Radius of Gyrations about Y-Y | ry | 3.07 in |
| Moment of Inertia about X-X | Ix | 350 in4 |
| Moment of Intertia about Y-Y | Iy | 265 in4 |
| Elastic Section Modulus about X-X | Sx | 35.2 in3 |
| Elastic Section Modulus about Y-Y | Sy | 40.9 in3 |
| Plastic Section Modulus about X-X | Zx | 63.5 in3 |
| Plastic Section Modulus about Y-Y | Zy | 63.1 in3 |
| St. Venant Torsional Constant | J | 15.3 in4 |
| Warping Torsion Constant | Cw | 72.5 in6 |
| Self Weight of section | Weight | 96 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT12X96 |
| Cross Sectional Area | A | 18194 mm2 |
| Section Width | b | 330 mm |
| Section Depth | d | 323 mm |
| Flange thickness | tf | 37.1 mm |
| Web thickness | tw | 20.6 mm |
| Radius of Gyration about X-X | rx | 90 mm |
| Radius of Gyrations about Y-Y | ry | 78 mm |
| Moment of Inertia about X-X | Ix | 146000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 110000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 577000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 670000 mm3 |
| Plastic Section Modulus about X-X | Zx | 1041000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 1034000 mm3 |
| St. Venant Torsional Constant | J | 6368000 mm4 |
| Warping Torsion Constant | Cw | 19000000000 mm6 |
| Self Weight of section | Weight | 143 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT12X96 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 96 lb/ft and has a cross sectional area of 28.2 in2. The height and width of the section are 12.7 in and 13 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
Calcs.app