Structural sectional properties for a WT4X12 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT4X12 |
Cross Sectional Area | A | 3.54 in2 |
Section Width | b | 6.5 in |
Section Depth | d | 3.97 in |
Flange thickness | tf | 0.4 in |
Web thickness | tw | 0.245 in |
Radius of Gyration about X-X | rx | 0.999 in |
Radius of Gyrations about Y-Y | ry | 1.61 in |
Moment of Inertia about X-X | Ix | 3.53 in4 |
Moment of Intertia about Y-Y | Iy | 9.14 in4 |
Elastic Section Modulus about X-X | Sx | 1.08 in3 |
Elastic Section Modulus about Y-Y | Sy | 2.81 in3 |
Plastic Section Modulus about X-X | Zx | 1.98 in3 |
Plastic Section Modulus about Y-Y | Zy | 4.28 in3 |
St. Venant Torsional Constant | J | 0.173 in4 |
Warping Torsion Constant | Cw | 0.144 in6 |
Self Weight of section per foot | Weight | 12 lb/ft |
A WT4X12 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 12 lb/ft and has a cross sectional area of 3.54 in2. The height and width of the section are 3.97 in and 6.5 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: