Dimensions and section properties for WT7X41
Structural sectional properties for a WT7X41 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT7X41 |
| Cross Sectional Area | A | 12 in2 |
| Section Width | b | 10.1 in |
| Section Depth | d | 7.16 in |
| Flange thickness | tf | 0.855 in |
| Web thickness | tw | 0.51 in |
| Radius of Gyration about X-X | rx | 1.85 in |
| Radius of Gyrations about Y-Y | ry | 2.48 in |
| Moment of Inertia about X-X | Ix | 41.2 in4 |
| Moment of Intertia about Y-Y | Iy | 74.1 in4 |
| Elastic Section Modulus about X-X | Sx | 7.14 in3 |
| Elastic Section Modulus about Y-Y | Sy | 14.6 in3 |
| Plastic Section Modulus about X-X | Zx | 13.2 in3 |
| Plastic Section Modulus about Y-Y | Zy | 22.4 in3 |
| St. Venant Torsional Constant | J | 2.53 in4 |
| Warping Torsion Constant | Cw | 5.63 in6 |
| Self Weight of section | Weight | 41 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT7X41 |
| Cross Sectional Area | A | 7742 mm2 |
| Section Width | b | 257 mm |
| Section Depth | d | 182 mm |
| Flange thickness | tf | 21.7 mm |
| Web thickness | tw | 13 mm |
| Radius of Gyration about X-X | rx | 47 mm |
| Radius of Gyrations about Y-Y | ry | 63 mm |
| Moment of Inertia about X-X | Ix | 17000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 31000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 117000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 239000 mm3 |
| Plastic Section Modulus about X-X | Zx | 216000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 367000 mm3 |
| St. Venant Torsional Constant | J | 1053000 mm4 |
| Warping Torsion Constant | Cw | 2000000000 mm6 |
| Self Weight of section | Weight | 61 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT7X41 steel section is a standard North American steel section in the WT - Tee Sections category. The height and width of the section are 7.16 in (182 mm) and 10.1 in (257 mm) respectively. It weighs 41 lb/ft (61 kg/m) and has a cross sectional area of 12 in2 (7742 mm2).
The section has a tensile yield capacity of:
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The section has a flexural plastic moment capacity of:
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The section has a flexural elastic moment capacity of:
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