Structural sectional properties for a WT3X7.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT3X7.5 |
Cross Sectional Area | A | 2.21 in2 |
Section Width | b | 5.99 in |
Section Depth | d | 3 in |
Flange thickness | tf | 0.26 in |
Web thickness | tw | 0.23 in |
Radius of Gyration about X-X | rx | 0.797 in |
Radius of Gyrations about Y-Y | ry | 1.45 in |
Moment of Inertia about X-X | Ix | 1.41 in4 |
Moment of Intertia about Y-Y | Iy | 4.66 in4 |
Elastic Section Modulus about X-X | Sx | 0.577 in3 |
Elastic Section Modulus about Y-Y | Sy | 1.56 in3 |
Plastic Section Modulus about X-X | Zx | 1.03 in3 |
Plastic Section Modulus about Y-Y | Zy | 2.37 in3 |
St. Venant Torsional Constant | J | 0.0504 in4 |
Warping Torsion Constant | Cw | 0.0342 in6 |
Self Weight of section per foot | Weight | 7.5 lb/ft |
A WT3X7.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 7.5 lb/ft and has a cross sectional area of 2.21 in2. The height and width of the section are 3 in and 5.99 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: