Dimensions and section properties for WT6X126
Structural sectional properties for a WT6X126 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT6X126 |
| Cross Sectional Area | A | 37.1 in2 |
| Section Width | b | 13 in |
| Section Depth | d | 7.71 in |
| Flange thickness | tf | 2.25 in |
| Web thickness | tw | 1.4 in |
| Radius of Gyration about X-X | rx | 1.81 in |
| Radius of Gyrations about Y-Y | ry | 3.34 in |
| Moment of Inertia about X-X | Ix | 121 in4 |
| Moment of Intertia about Y-Y | Iy | 414 in4 |
| Elastic Section Modulus about X-X | Sx | 20.9 in3 |
| Elastic Section Modulus about Y-Y | Sy | 63.6 in3 |
| Plastic Section Modulus about X-X | Zx | 44.8 in3 |
| Plastic Section Modulus about Y-Y | Zy | 97.9 in3 |
| St. Venant Torsional Constant | J | 53.5 in4 |
| Warping Torsion Constant | Cw | 195 in6 |
| Self Weight of section | Weight | 126 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT6X126 |
| Cross Sectional Area | A | 23935 mm2 |
| Section Width | b | 330 mm |
| Section Depth | d | 196 mm |
| Flange thickness | tf | 57.2 mm |
| Web thickness | tw | 35.6 mm |
| Radius of Gyration about X-X | rx | 46 mm |
| Radius of Gyrations about Y-Y | ry | 85 mm |
| Moment of Inertia about X-X | Ix | 50000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 172000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 342000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 1042000 mm3 |
| Plastic Section Modulus about X-X | Zx | 734000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 1604000 mm3 |
| St. Venant Torsional Constant | J | 22268000 mm4 |
| Warping Torsion Constant | Cw | 52000000000 mm6 |
| Self Weight of section | Weight | 188 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT6X126 steel section is a standard North American steel section in the WT - Tee Sections category. The height and width of the section are 7.71 in (196 mm) and 13 in (330 mm) respectively. It weighs 126 lb/ft (188 kg/m) and has a cross sectional area of 37.1 in2 (23935 mm2).
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