Structural sectional properties for a WT12X139.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT12X139.5 |
Cross Sectional Area | A | 41 in2 |
Section Width | b | 13.3 in |
Section Depth | d | 13.4 in |
Flange thickness | tf | 2.09 in |
Web thickness | tw | 1.16 in |
Radius of Gyration about X-X | rx | 3.65 in |
Radius of Gyrations about Y-Y | ry | 3.17 in |
Moment of Inertia about X-X | Ix | 546 in4 |
Moment of Intertia about Y-Y | Iy | 412 in4 |
Elastic Section Modulus about X-X | Sx | 53.6 in3 |
Elastic Section Modulus about Y-Y | Sy | 61.9 in3 |
Plastic Section Modulus about X-X | Zx | 98.8 in3 |
Plastic Section Modulus about Y-Y | Zy | 96.3 in3 |
St. Venant Torsional Constant | J | 45.1 in4 |
Warping Torsion Constant | Cw | 230 in6 |
Self Weight of section per foot | Weight | 139.5 lb/ft |
A WT12X139.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 139.5 lb/ft and has a cross sectional area of 41 in2. The height and width of the section are 13.4 in and 13.3 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: