Dimensions and section properties for WT9X43
Structural sectional properties for a WT9X43 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT9X43 |
| Cross Sectional Area | A | 12.7 in2 |
| Section Width | b | 11.1 in |
| Section Depth | d | 9.2 in |
| Flange thickness | tf | 0.77 in |
| Web thickness | tw | 0.48 in |
| Radius of Gyration about X-X | rx | 2.55 in |
| Radius of Gyrations about Y-Y | ry | 2.63 in |
| Moment of Inertia about X-X | Ix | 82.4 in4 |
| Moment of Intertia about Y-Y | Iy | 87.6 in4 |
| Elastic Section Modulus about X-X | Sx | 11.2 in3 |
| Elastic Section Modulus about Y-Y | Sy | 15.8 in3 |
| Plastic Section Modulus about X-X | Zx | 19.9 in3 |
| Plastic Section Modulus about Y-Y | Zy | 24.2 in3 |
| St. Venant Torsional Constant | J | 2.04 in4 |
| Warping Torsion Constant | Cw | 6.42 in6 |
| Self Weight of section | Weight | 43 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT9X43 |
| Cross Sectional Area | A | 8194 mm2 |
| Section Width | b | 282 mm |
| Section Depth | d | 234 mm |
| Flange thickness | tf | 19.6 mm |
| Web thickness | tw | 12.2 mm |
| Radius of Gyration about X-X | rx | 65 mm |
| Radius of Gyrations about Y-Y | ry | 67 mm |
| Moment of Inertia about X-X | Ix | 34000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 36000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 184000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 259000 mm3 |
| Plastic Section Modulus about X-X | Zx | 326000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 397000 mm3 |
| St. Venant Torsional Constant | J | 849000 mm4 |
| Warping Torsion Constant | Cw | 2000000000 mm6 |
| Self Weight of section | Weight | 64 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT9X43 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 43 lb/ft and has a cross sectional area of 12.7 in2. The height and width of the section are 9.2 in and 11.1 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
Calcs.app