Structural sectional properties for a WT9X32.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT9X32.5 |
Cross Sectional Area | A | 9.55 in2 |
Section Width | b | 7.59 in |
Section Depth | d | 9.18 in |
Flange thickness | tf | 0.75 in |
Web thickness | tw | 0.45 in |
Radius of Gyration about X-X | rx | 2.72 in |
Radius of Gyrations about Y-Y | ry | 1.69 in |
Moment of Inertia about X-X | Ix | 70.7 in4 |
Moment of Intertia about Y-Y | Iy | 27.4 in4 |
Elastic Section Modulus about X-X | Sx | 10.1 in3 |
Elastic Section Modulus about Y-Y | Sy | 7.22 in3 |
Plastic Section Modulus about X-X | Zx | 18 in3 |
Plastic Section Modulus about Y-Y | Zy | 11.2 in3 |
St. Venant Torsional Constant | J | 1.36 in4 |
Warping Torsion Constant | Cw | 3.01 in6 |
Self Weight of section per foot | Weight | 32.5 lb/ft |
A WT9X32.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 32.5 lb/ft and has a cross sectional area of 9.55 in2. The height and width of the section are 9.18 in and 7.59 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: