Structural sectional properties for a WT4X15.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT4X15.5 |
Cross Sectional Area | A | 4.56 in2 |
Section Width | b | 8 in |
Section Depth | d | 4 in |
Flange thickness | tf | 0.435 in |
Web thickness | tw | 0.285 in |
Radius of Gyration about X-X | rx | 0.969 in |
Radius of Gyrations about Y-Y | ry | 2.02 in |
Moment of Inertia about X-X | Ix | 4.28 in4 |
Moment of Intertia about Y-Y | Iy | 18.5 in4 |
Elastic Section Modulus about X-X | Sx | 1.28 in3 |
Elastic Section Modulus about Y-Y | Sy | 4.64 in3 |
Plastic Section Modulus about X-X | Zx | 2.39 in3 |
Plastic Section Modulus about Y-Y | Zy | 7.03 in3 |
St. Venant Torsional Constant | J | 0.267 in4 |
Warping Torsion Constant | Cw | 0.327 in6 |
Self Weight of section per foot | Weight | 15.5 lb/ft |
A WT4X15.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 15.5 lb/ft and has a cross sectional area of 4.56 in2. The height and width of the section are 4 in and 8 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: