Structural sectional properties for a WT7X19 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT7X19 |
Cross Sectional Area | A | 5.58 in2 |
Section Width | b | 6.77 in |
Section Depth | d | 7.05 in |
Flange thickness | tf | 0.515 in |
Web thickness | tw | 0.31 in |
Radius of Gyration about X-X | rx | 2.04 in |
Radius of Gyrations about Y-Y | ry | 1.55 in |
Moment of Inertia about X-X | Ix | 23.3 in4 |
Moment of Intertia about Y-Y | Iy | 13.3 in4 |
Elastic Section Modulus about X-X | Sx | 4.22 in3 |
Elastic Section Modulus about Y-Y | Sy | 3.94 in3 |
Plastic Section Modulus about X-X | Zx | 7.45 in3 |
Plastic Section Modulus about Y-Y | Zy | 6.07 in3 |
St. Venant Torsional Constant | J | 0.398 in4 |
Warping Torsion Constant | Cw | 0.554 in6 |
Self Weight of section per foot | Weight | 19 lb/ft |
A WT7X19 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 19 lb/ft and has a cross sectional area of 5.58 in2. The height and width of the section are 7.05 in and 6.77 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: