Dimensions and section properties for WT6X7
Structural sectional properties for a WT6X7 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT6X7 |
| Cross Sectional Area | A | 2.08 in2 |
| Section Width | b | 3.97 in |
| Section Depth | d | 5.96 in |
| Flange thickness | tf | 0.225 in |
| Web thickness | tw | 0.2 in |
| Radius of Gyration about X-X | rx | 1.92 in |
| Radius of Gyrations about Y-Y | ry | 0.753 in |
| Moment of Inertia about X-X | Ix | 7.67 in4 |
| Moment of Intertia about Y-Y | Iy | 1.18 in4 |
| Elastic Section Modulus about X-X | Sx | 1.83 in3 |
| Elastic Section Modulus about Y-Y | Sy | 0.593 in3 |
| Plastic Section Modulus about X-X | Zx | 3.32 in3 |
| Plastic Section Modulus about Y-Y | Zy | 0.947 in3 |
| St. Venant Torsional Constant | J | 0.035 in4 |
| Warping Torsion Constant | Cw | 0.0493 in6 |
| Self Weight of section | Weight | 7 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT6X7 |
| Cross Sectional Area | A | 1342 mm2 |
| Section Width | b | 101 mm |
| Section Depth | d | 151 mm |
| Flange thickness | tf | 5.7 mm |
| Web thickness | tw | 5.1 mm |
| Radius of Gyration about X-X | rx | 49 mm |
| Radius of Gyrations about Y-Y | ry | 19 mm |
| Moment of Inertia about X-X | Ix | 3000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 0 mm4 |
| Elastic Section Modulus about X-X | Sx | 30000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 10000 mm3 |
| Plastic Section Modulus about X-X | Zx | 54000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 16000 mm3 |
| St. Venant Torsional Constant | J | 15000 mm4 |
| Warping Torsion Constant | Cw | 0 mm6 |
| Self Weight of section | Weight | 10 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT6X7 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 7 lb/ft and has a cross sectional area of 2.08 in2. The height and width of the section are 5.96 in and 3.97 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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