Structural sectional properties for a WT22X131 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT22X131 |
Cross Sectional Area | A | 38.5 in2 |
Section Width | b | 15.8 in |
Section Depth | d | 21.7 in |
Flange thickness | tf | 1.42 in |
Web thickness | tw | 0.785 in |
Radius of Gyration about X-X | rx | 6.53 in |
Radius of Gyrations about Y-Y | ry | 3.47 in |
Moment of Inertia about X-X | Ix | 1640 in4 |
Moment of Intertia about Y-Y | Iy | 462 in4 |
Elastic Section Modulus about X-X | Sx | 99.4 in3 |
Elastic Section Modulus about Y-Y | Sy | 58.6 in3 |
Plastic Section Modulus about X-X | Zx | 176 in3 |
Plastic Section Modulus about Y-Y | Zy | 90.9 in3 |
St. Venant Torsional Constant | J | 18.6 in4 |
Warping Torsion Constant | Cw | 200 in6 |
Self Weight of section | Weight | 131 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT22X131 |
Cross Sectional Area | A | 24839 mm2 |
Section Width | b | 401 mm |
Section Depth | d | 551 mm |
Flange thickness | tf | 36.1 mm |
Web thickness | tw | 19.9 mm |
Radius of Gyration about X-X | rx | 166 mm |
Radius of Gyrations about Y-Y | ry | 88 mm |
Moment of Inertia about X-X | Ix | 683000000 mm4 |
Moment of Intertia about Y-Y | Iy | 192000000 mm4 |
Elastic Section Modulus about X-X | Sx | 1629000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 960000 mm3 |
Plastic Section Modulus about X-X | Zx | 2884000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 1490000 mm3 |
St. Venant Torsional Constant | J | 7742000 mm4 |
Warping Torsion Constant | Cw | 54000000000 mm6 |
Self Weight of section | Weight | 195 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT22X131 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 131 lb/ft and has a cross sectional area of 38.5 in2. The height and width of the section are 21.7 in and 15.8 in respectively.
The section has a tensile yield capacity of:
The section has a flexural plastic moment capacity of:
The section has a flexural elastic moment capacity of: