Structural sectional properties for a WT22X145 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT22X145 |
Cross Sectional Area | A | 42.6 in2 |
Section Width | b | 15.8 in |
Section Depth | d | 21.8 in |
Flange thickness | tf | 1.58 in |
Web thickness | tw | 0.865 in |
Radius of Gyration about X-X | rx | 6.54 in |
Radius of Gyrations about Y-Y | ry | 3.49 in |
Moment of Inertia about X-X | Ix | 1830 in4 |
Moment of Intertia about Y-Y | Iy | 521 in4 |
Elastic Section Modulus about X-X | Sx | 111 in3 |
Elastic Section Modulus about Y-Y | Sy | 65.9 in3 |
Plastic Section Modulus about X-X | Zx | 196 in3 |
Plastic Section Modulus about Y-Y | Zy | 102 in3 |
St. Venant Torsional Constant | J | 25.4 in4 |
Warping Torsion Constant | Cw | 275 in6 |
Self Weight of section | Weight | 145 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT22X145 |
Cross Sectional Area | A | 27484 mm2 |
Section Width | b | 401 mm |
Section Depth | d | 554 mm |
Flange thickness | tf | 40.1 mm |
Web thickness | tw | 22 mm |
Radius of Gyration about X-X | rx | 166 mm |
Radius of Gyrations about Y-Y | ry | 89 mm |
Moment of Inertia about X-X | Ix | 762000000 mm4 |
Moment of Intertia about Y-Y | Iy | 217000000 mm4 |
Elastic Section Modulus about X-X | Sx | 1819000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 1080000 mm3 |
Plastic Section Modulus about X-X | Zx | 3212000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 1671000 mm3 |
St. Venant Torsional Constant | J | 10572000 mm4 |
Warping Torsion Constant | Cw | 74000000000 mm6 |
Self Weight of section | Weight | 216 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A WT22X145 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 145 lb/ft and has a cross sectional area of 42.6 in2. The height and width of the section are 21.8 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: