Structural sectional properties for a WT7X11 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT7X11 |
Cross Sectional Area | A | 3.25 in2 |
Section Width | b | 5 in |
Section Depth | d | 6.87 in |
Flange thickness | tf | 0.335 in |
Web thickness | tw | 0.23 in |
Radius of Gyration about X-X | rx | 2.14 in |
Radius of Gyrations about Y-Y | ry | 1.04 in |
Moment of Inertia about X-X | Ix | 14.8 in4 |
Moment of Intertia about Y-Y | Iy | 3.5 in4 |
Elastic Section Modulus about X-X | Sx | 2.91 in3 |
Elastic Section Modulus about Y-Y | Sy | 1.4 in3 |
Plastic Section Modulus about X-X | Zx | 5.2 in3 |
Plastic Section Modulus about Y-Y | Zy | 2.19 in3 |
St. Venant Torsional Constant | J | 0.104 in4 |
Warping Torsion Constant | Cw | 0.134 in6 |
Self Weight of section per foot | Weight | 11 lb/ft |
A WT7X11 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 11 lb/ft and has a cross sectional area of 3.25 in2. The height and width of the section are 6.87 in and 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: