Dimensions and section properties for WT7X34
Structural sectional properties for a WT7X34 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT7X34 |
| Cross Sectional Area | A | 10 in2 |
| Section Width | b | 10 in |
| Section Depth | d | 7.02 in |
| Flange thickness | tf | 0.72 in |
| Web thickness | tw | 0.415 in |
| Radius of Gyration about X-X | rx | 1.81 in |
| Radius of Gyrations about Y-Y | ry | 2.46 in |
| Moment of Inertia about X-X | Ix | 32.6 in4 |
| Moment of Intertia about Y-Y | Iy | 60.7 in4 |
| Elastic Section Modulus about X-X | Sx | 5.69 in3 |
| Elastic Section Modulus about Y-Y | Sy | 12.1 in3 |
| Plastic Section Modulus about X-X | Zx | 10.4 in3 |
| Plastic Section Modulus about Y-Y | Zy | 18.4 in3 |
| St. Venant Torsional Constant | J | 1.5 in4 |
| Warping Torsion Constant | Cw | 3.21 in6 |
| Self Weight of section | Weight | 34 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT7X34 |
| Cross Sectional Area | A | 6452 mm2 |
| Section Width | b | 254 mm |
| Section Depth | d | 178 mm |
| Flange thickness | tf | 18.3 mm |
| Web thickness | tw | 10.5 mm |
| Radius of Gyration about X-X | rx | 46 mm |
| Radius of Gyrations about Y-Y | ry | 62 mm |
| Moment of Inertia about X-X | Ix | 14000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 25000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 93000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 198000 mm3 |
| Plastic Section Modulus about X-X | Zx | 170000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 302000 mm3 |
| St. Venant Torsional Constant | J | 624000 mm4 |
| Warping Torsion Constant | Cw | 1000000000 mm6 |
| Self Weight of section | Weight | 51 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT7X34 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 34 lb/ft and has a cross sectional area of 10 in2. The height and width of the section are 7.02 in and 10 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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