Dimensions and section properties for WT7X37
Structural sectional properties for a WT7X37 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT7X37 |
| Cross Sectional Area | A | 10.9 in2 |
| Section Width | b | 10.1 in |
| Section Depth | d | 7.09 in |
| Flange thickness | tf | 0.785 in |
| Web thickness | tw | 0.45 in |
| Radius of Gyration about X-X | rx | 1.82 in |
| Radius of Gyrations about Y-Y | ry | 2.48 in |
| Moment of Inertia about X-X | Ix | 36 in4 |
| Moment of Intertia about Y-Y | Iy | 66.9 in4 |
| Elastic Section Modulus about X-X | Sx | 6.25 in3 |
| Elastic Section Modulus about Y-Y | Sy | 13.3 in3 |
| Plastic Section Modulus about X-X | Zx | 11.5 in3 |
| Plastic Section Modulus about Y-Y | Zy | 20.2 in3 |
| St. Venant Torsional Constant | J | 1.93 in4 |
| Warping Torsion Constant | Cw | 4.19 in6 |
| Self Weight of section | Weight | 37 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT7X37 |
| Cross Sectional Area | A | 7032 mm2 |
| Section Width | b | 257 mm |
| Section Depth | d | 180 mm |
| Flange thickness | tf | 19.9 mm |
| Web thickness | tw | 11.4 mm |
| Radius of Gyration about X-X | rx | 46 mm |
| Radius of Gyrations about Y-Y | ry | 63 mm |
| Moment of Inertia about X-X | Ix | 15000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 28000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 102000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 218000 mm3 |
| Plastic Section Modulus about X-X | Zx | 188000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 331000 mm3 |
| St. Venant Torsional Constant | J | 803000 mm4 |
| Warping Torsion Constant | Cw | 1000000000 mm6 |
| Self Weight of section | Weight | 55 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT7X37 steel section is a standard North American steel section in the WT - Tee Sections category. The height and width of the section are 7.09 in (180 mm) and 10.1 in (257 mm) respectively. It weighs 37 lb/ft (55 kg/m) and has a cross sectional area of 10.9 in2 (7032 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