Structural sectional properties for a WT9X96 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT9X96 |
Cross Sectional Area | A | 28.1 in2 |
Section Width | b | 11.5 in |
Section Depth | d | 10.2 in |
Flange thickness | tf | 1.75 in |
Web thickness | tw | 0.96 in |
Radius of Gyration about X-X | rx | 2.68 in |
Radius of Gyrations about Y-Y | ry | 2.79 in |
Moment of Inertia about X-X | Ix | 202 in4 |
Moment of Intertia about Y-Y | Iy | 220 in4 |
Elastic Section Modulus about X-X | Sx | 25.8 in3 |
Elastic Section Modulus about Y-Y | Sy | 38.4 in3 |
Plastic Section Modulus about X-X | Zx | 48.5 in3 |
Plastic Section Modulus about Y-Y | Zy | 59.4 in3 |
St. Venant Torsional Constant | J | 22.3 in4 |
Warping Torsion Constant | Cw | 75.7 in6 |
Self Weight of section per foot | Weight | 96 lb/ft |
A WT9X96 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 96 lb/ft and has a cross sectional area of 28.1 in2. The height and width of the section are 10.2 in and 11.5 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: