Structural sectional properties for a WT8X38.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT8X38.5 |
Cross Sectional Area | A | 11.3 in2 |
Section Width | b | 10.3 in |
Section Depth | d | 8.26 in |
Flange thickness | tf | 0.76 in |
Web thickness | tw | 0.455 in |
Radius of Gyration about X-X | rx | 2.24 in |
Radius of Gyrations about Y-Y | ry | 2.47 in |
Moment of Inertia about X-X | Ix | 56.9 in4 |
Moment of Intertia about Y-Y | Iy | 69.2 in4 |
Elastic Section Modulus about X-X | Sx | 8.59 in3 |
Elastic Section Modulus about Y-Y | Sy | 13.4 in3 |
Plastic Section Modulus about X-X | Zx | 15.3 in3 |
Plastic Section Modulus about Y-Y | Zy | 20.5 in3 |
St. Venant Torsional Constant | J | 1.78 in4 |
Warping Torsion Constant | Cw | 4.61 in6 |
Self Weight of section per foot | Weight | 38.5 lb/ft |
A WT8X38.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 38.5 lb/ft and has a cross sectional area of 11.3 in2. The height and width of the section are 8.26 in and 10.3 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: