Dimensions and section properties for WT9X38
Structural sectional properties for a WT9X38 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT9X38 |
| Cross Sectional Area | A | 11.1 in2 |
| Section Width | b | 11 in |
| Section Depth | d | 9.11 in |
| Flange thickness | tf | 0.68 in |
| Web thickness | tw | 0.425 in |
| Radius of Gyration about X-X | rx | 2.54 in |
| Radius of Gyrations about Y-Y | ry | 2.61 in |
| Moment of Inertia about X-X | Ix | 71.8 in4 |
| Moment of Intertia about Y-Y | Iy | 76.2 in4 |
| Elastic Section Modulus about X-X | Sx | 9.83 in3 |
| Elastic Section Modulus about Y-Y | Sy | 13.8 in3 |
| Plastic Section Modulus about X-X | Zx | 17.3 in3 |
| Plastic Section Modulus about Y-Y | Zy | 21.1 in3 |
| St. Venant Torsional Constant | J | 1.41 in4 |
| Warping Torsion Constant | Cw | 4.37 in6 |
| Self Weight of section | Weight | 38 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT9X38 |
| Cross Sectional Area | A | 7161 mm2 |
| Section Width | b | 279 mm |
| Section Depth | d | 231 mm |
| Flange thickness | tf | 17.3 mm |
| Web thickness | tw | 10.8 mm |
| Radius of Gyration about X-X | rx | 65 mm |
| Radius of Gyrations about Y-Y | ry | 66 mm |
| Moment of Inertia about X-X | Ix | 30000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 32000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 161000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 226000 mm3 |
| Plastic Section Modulus about X-X | Zx | 283000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 346000 mm3 |
| St. Venant Torsional Constant | J | 587000 mm4 |
| Warping Torsion Constant | Cw | 1000000000 mm6 |
| Self Weight of section | Weight | 57 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT9X38 steel section is a standard North American steel section in the WT - Tee Sections category. The height and width of the section are 9.11 in (231 mm) and 11 in (279 mm) respectively. It weighs 38 lb/ft (57 kg/m) and has a cross sectional area of 11.1 in2 (7161 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