Dimensions and section properties for WT6X76
Structural sectional properties for a WT6X76 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT6X76 |
| Cross Sectional Area | A | 22.4 in2 |
| Section Width | b | 12.5 in |
| Section Depth | d | 6.86 in |
| Flange thickness | tf | 1.4 in |
| Web thickness | tw | 0.87 in |
| Radius of Gyration about X-X | rx | 1.62 in |
| Radius of Gyrations about Y-Y | ry | 3.19 in |
| Moment of Inertia about X-X | Ix | 58.5 in4 |
| Moment of Intertia about Y-Y | Iy | 227 in4 |
| Elastic Section Modulus about X-X | Sx | 10.8 in3 |
| Elastic Section Modulus about Y-Y | Sy | 36.4 in3 |
| Plastic Section Modulus about X-X | Zx | 22 in3 |
| Plastic Section Modulus about Y-Y | Zy | 55.6 in3 |
| St. Venant Torsional Constant | J | 12.8 in4 |
| Warping Torsion Constant | Cw | 41.3 in6 |
| Self Weight of section | Weight | 76 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT6X76 |
| Cross Sectional Area | A | 14452 mm2 |
| Section Width | b | 318 mm |
| Section Depth | d | 174 mm |
| Flange thickness | tf | 35.6 mm |
| Web thickness | tw | 22.1 mm |
| Radius of Gyration about X-X | rx | 41 mm |
| Radius of Gyrations about Y-Y | ry | 81 mm |
| Moment of Inertia about X-X | Ix | 24000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 94000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 177000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 596000 mm3 |
| Plastic Section Modulus about X-X | Zx | 361000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 911000 mm3 |
| St. Venant Torsional Constant | J | 5328000 mm4 |
| Warping Torsion Constant | Cw | 11000000000 mm6 |
| Self Weight of section | Weight | 113 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT6X76 steel section is a standard North American steel section in the WT - Tee Sections category. The height and width of the section are 6.86 in (174 mm) and 12.5 in (318 mm) respectively. It weighs 76 lb/ft (113 kg/m) and has a cross sectional area of 22.4 in2 (14452 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