Structural sectional properties for a WT8X44.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT8X44.5 |
Cross Sectional Area | A | 13.1 in2 |
Section Width | b | 10.4 in |
Section Depth | d | 8.38 in |
Flange thickness | tf | 0.875 in |
Web thickness | tw | 0.525 in |
Radius of Gyration about X-X | rx | 2.27 in |
Radius of Gyrations about Y-Y | ry | 2.49 in |
Moment of Inertia about X-X | Ix | 67.2 in4 |
Moment of Intertia about Y-Y | Iy | 81.3 in4 |
Elastic Section Modulus about X-X | Sx | 10.1 in3 |
Elastic Section Modulus about Y-Y | Sy | 15.7 in3 |
Plastic Section Modulus about X-X | Zx | 18.1 in3 |
Plastic Section Modulus about Y-Y | Zy | 24 in3 |
St. Venant Torsional Constant | J | 2.72 in4 |
Warping Torsion Constant | Cw | 7.19 in6 |
Self Weight of section per foot | Weight | 44.5 lb/ft |
A WT8X44.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 44.5 lb/ft and has a cross sectional area of 13.1 in2. The height and width of the section are 8.38 in and 10.4 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: