Structural sectional properties for a WT12X38 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT12X38 |
Cross Sectional Area | A | 11.2 in2 |
Section Width | b | 8.99 in |
Section Depth | d | 12 in |
Flange thickness | tf | 0.68 in |
Web thickness | tw | 0.44 in |
Radius of Gyration about X-X | rx | 3.68 in |
Radius of Gyrations about Y-Y | ry | 1.92 in |
Moment of Inertia about X-X | Ix | 151 in4 |
Moment of Intertia about Y-Y | Iy | 41.3 in4 |
Elastic Section Modulus about X-X | Sx | 16.9 in3 |
Elastic Section Modulus about Y-Y | Sy | 9.18 in3 |
Plastic Section Modulus about X-X | Zx | 30.1 in3 |
Plastic Section Modulus about Y-Y | Zy | 14.3 in3 |
St. Venant Torsional Constant | J | 1.34 in4 |
Warping Torsion Constant | Cw | 5.3 in6 |
Self Weight of section per foot | Weight | 38 lb/ft |
A WT12X38 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 38 lb/ft and has a cross sectional area of 11.2 in2. The height and width of the section are 12 in and 8.99 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: