Dimensions and section properties for WT20X132
Structural sectional properties for a WT20X132 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT20X132 |
| Cross Sectional Area | A | 38.7 in2 |
| Section Width | b | 11.9 in |
| Section Depth | d | 20 in |
| Flange thickness | tf | 1.73 in |
| Web thickness | tw | 0.96 in |
| Radius of Gyration about X-X | rx | 6.11 in |
| Radius of Gyrations about Y-Y | ry | 2.52 in |
| Moment of Inertia about X-X | Ix | 1450 in4 |
| Moment of Intertia about Y-Y | Iy | 246 in4 |
| Elastic Section Modulus about X-X | Sx | 99.2 in3 |
| Elastic Section Modulus about Y-Y | Sy | 41.3 in3 |
| Plastic Section Modulus about X-X | Zx | 178 in3 |
| Plastic Section Modulus about Y-Y | Zy | 66 in3 |
| St. Venant Torsional Constant | J | 27.9 in4 |
| Warping Torsion Constant | Cw | 233 in6 |
| Self Weight of section | Weight | 132 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | WT |
| Section Name | Name | WT20X132 |
| Cross Sectional Area | A | 24968 mm2 |
| Section Width | b | 302 mm |
| Section Depth | d | 508 mm |
| Flange thickness | tf | 43.9 mm |
| Web thickness | tw | 24.4 mm |
| Radius of Gyration about X-X | rx | 155 mm |
| Radius of Gyrations about Y-Y | ry | 64 mm |
| Moment of Inertia about X-X | Ix | 604000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 102000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 1626000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 677000 mm3 |
| Plastic Section Modulus about X-X | Zx | 2917000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 1082000 mm3 |
| St. Venant Torsional Constant | J | 11613000 mm4 |
| Warping Torsion Constant | Cw | 63000000000 mm6 |
| Self Weight of section | Weight | 196 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT20X132 steel section is a standard North American steel section in the WT - Tee Sections category. The height and width of the section are 20 in (508 mm) and 11.9 in (302 mm) respectively. It weighs 132 lb/ft (196 kg/m) and has a cross sectional area of 38.7 in2 (24968 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