Structural sectional properties for a WT12X114.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT12X114.5 |
Cross Sectional Area | A | 33.6 in2 |
Section Width | b | 13.1 in |
Section Depth | d | 13 in |
Flange thickness | tf | 1.73 in |
Web thickness | tw | 0.96 in |
Radius of Gyration about X-X | rx | 3.58 in |
Radius of Gyrations about Y-Y | ry | 3.11 in |
Moment of Inertia about X-X | Ix | 431 in4 |
Moment of Intertia about Y-Y | Iy | 326 in4 |
Elastic Section Modulus about X-X | Sx | 42.9 in3 |
Elastic Section Modulus about Y-Y | Sy | 49.7 in3 |
Plastic Section Modulus about X-X | Zx | 78.1 in3 |
Plastic Section Modulus about Y-Y | Zy | 77 in3 |
St. Venant Torsional Constant | J | 25.5 in4 |
Warping Torsion Constant | Cw | 125 in6 |
Self Weight of section per foot | Weight | 114.5 lb/ft |
A WT12X114.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 114.5 lb/ft and has a cross sectional area of 33.6 in2. The height and width of the section are 13 in and 13.1 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: