Dimensions and section properties for WT3X10
Structural sectional properties for a WT3X10 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT3X10 |
| Cross Sectional Area | A | 2.94 in2 |
| Section Width | b | 6.02 in |
| Section Depth | d | 3.1 in |
| Flange thickness | tf | 0.365 in |
| Web thickness | tw | 0.26 in |
| Radius of Gyration about X-X | rx | 0.774 in |
| Radius of Gyrations about Y-Y | ry | 1.5 in |
| Moment of Inertia about X-X | Ix | 1.76 in4 |
| Moment of Intertia about Y-Y | Iy | 6.64 in4 |
| Elastic Section Modulus about X-X | Sx | 0.693 in3 |
| Elastic Section Modulus about Y-Y | Sy | 2.21 in3 |
| Plastic Section Modulus about X-X | Zx | 1.29 in3 |
| Plastic Section Modulus about Y-Y | Zy | 3.36 in3 |
| St. Venant Torsional Constant | J | 0.12 in4 |
| Warping Torsion Constant | Cw | 0.0858 in6 |
| Self Weight of section | Weight | 10 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT3X10 |
| Cross Sectional Area | A | 1897 mm2 |
| Section Width | b | 153 mm |
| Section Depth | d | 79 mm |
| Flange thickness | tf | 9.3 mm |
| Web thickness | tw | 6.6 mm |
| Radius of Gyration about X-X | rx | 20 mm |
| Radius of Gyrations about Y-Y | ry | 38 mm |
| Moment of Inertia about X-X | Ix | 1000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 3000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 11000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 36000 mm3 |
| Plastic Section Modulus about X-X | Zx | 21000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 55000 mm3 |
| St. Venant Torsional Constant | J | 50000 mm4 |
| Warping Torsion Constant | Cw | 0 mm6 |
| Self Weight of section | Weight | 15 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT3X10 steel section is a standard North American steel section in the WT - Tee Sections category. The height and width of the section are 3.1 in (79 mm) and 6.02 in (153 mm) respectively. It weighs 10 lb/ft (15 kg/m) and has a cross sectional area of 2.94 in2 (1897 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