Structural sectional properties for a WT20X215.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT20X215.5 |
Cross Sectional Area | A | 63.3 in2 |
Section Width | b | 16.2 in |
Section Depth | d | 20.6 in |
Flange thickness | tf | 2.36 in |
Web thickness | tw | 1.34 in |
Radius of Gyration about X-X | rx | 6.01 in |
Radius of Gyrations about Y-Y | ry | 3.65 in |
Moment of Inertia about X-X | Ix | 2290 in4 |
Moment of Intertia about Y-Y | Iy | 843 in4 |
Elastic Section Modulus about X-X | Sx | 148 in3 |
Elastic Section Modulus about Y-Y | Sy | 104 in3 |
Plastic Section Modulus about X-X | Zx | 266 in3 |
Plastic Section Modulus about Y-Y | Zy | 164 in3 |
St. Venant Torsional Constant | J | 88.2 in4 |
Warping Torsion Constant | Cw | 881 in6 |
Self Weight of section per foot | Weight | 215.5 lb/ft |
A WT20X215.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 215.5 lb/ft and has a cross sectional area of 63.3 in2. The height and width of the section are 20.6 in and 16.2 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: