Structural sectional properties for a WT3X4.25 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT3X4.25 |
Cross Sectional Area | A | 1.26 in2 |
Section Width | b | 3.94 in |
Section Depth | d | 2.92 in |
Flange thickness | tf | 0.195 in |
Web thickness | tw | 0.17 in |
Radius of Gyration about X-X | rx | 0.848 in |
Radius of Gyrations about Y-Y | ry | 0.89 in |
Moment of Inertia about X-X | Ix | 0.905 in4 |
Moment of Intertia about Y-Y | Iy | 0.995 in4 |
Elastic Section Modulus about X-X | Sx | 0.397 in3 |
Elastic Section Modulus about Y-Y | Sy | 0.505 in3 |
Plastic Section Modulus about X-X | Zx | 0.7 in3 |
Plastic Section Modulus about Y-Y | Zy | 0.778 in3 |
St. Venant Torsional Constant | J | 0.0166 in4 |
Warping Torsion Constant | Cw | 0.0062 in6 |
Self Weight of section per foot | Weight | 4.25 lb/ft |
A WT3X4.25 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 4.25 lb/ft and has a cross sectional area of 1.26 in2. The height and width of the section are 2.92 in and 3.94 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: