Dimensions and section properties for WT18X116
Structural sectional properties for a WT18X116 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT18X116 |
| Cross Sectional Area | A | 34 in2 |
| Section Width | b | 12.1 in |
| Section Depth | d | 18.6 in |
| Flange thickness | tf | 1.57 in |
| Web thickness | tw | 0.87 in |
| Radius of Gyration about X-X | rx | 5.63 in |
| Radius of Gyrations about Y-Y | ry | 2.62 in |
| Moment of Inertia about X-X | Ix | 1080 in4 |
| Moment of Intertia about Y-Y | Iy | 234 in4 |
| Elastic Section Modulus about X-X | Sx | 78.5 in3 |
| Elastic Section Modulus about Y-Y | Sy | 38.6 in3 |
| Plastic Section Modulus about X-X | Zx | 140 in3 |
| Plastic Section Modulus about Y-Y | Zy | 60.9 in3 |
| St. Venant Torsional Constant | J | 19.7 in4 |
| Warping Torsion Constant | Cw | 151 in6 |
| Self Weight of section | Weight | 116 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT18X116 |
| Cross Sectional Area | A | 21935 mm2 |
| Section Width | b | 307 mm |
| Section Depth | d | 472 mm |
| Flange thickness | tf | 39.9 mm |
| Web thickness | tw | 22.1 mm |
| Radius of Gyration about X-X | rx | 143 mm |
| Radius of Gyrations about Y-Y | ry | 67 mm |
| Moment of Inertia about X-X | Ix | 450000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 97000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 1286000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 633000 mm3 |
| Plastic Section Modulus about X-X | Zx | 2294000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 998000 mm3 |
| St. Venant Torsional Constant | J | 8200000 mm4 |
| Warping Torsion Constant | Cw | 41000000000 mm6 |
| Self Weight of section | Weight | 173 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT18X116 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 116 lb/ft and has a cross sectional area of 34 in2. The height and width of the section are 18.6 in and 12.1 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
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