Structural sectional properties for a WT9X43 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT9X43 |
Cross Sectional Area | A | 12.7 in2 |
Section Width | b | 11.1 in |
Section Depth | d | 9.2 in |
Flange thickness | tf | 0.77 in |
Web thickness | tw | 0.48 in |
Radius of Gyration about X-X | rx | 2.55 in |
Radius of Gyrations about Y-Y | ry | 2.63 in |
Moment of Inertia about X-X | Ix | 82.4 in4 |
Moment of Intertia about Y-Y | Iy | 87.6 in4 |
Elastic Section Modulus about X-X | Sx | 11.2 in3 |
Elastic Section Modulus about Y-Y | Sy | 15.8 in3 |
Plastic Section Modulus about X-X | Zx | 19.9 in3 |
Plastic Section Modulus about Y-Y | Zy | 24.2 in3 |
St. Venant Torsional Constant | J | 2.04 in4 |
Warping Torsion Constant | Cw | 6.42 in6 |
Self Weight of section per foot | Weight | 43 lb/ft |
A WT9X43 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 43 lb/ft and has a cross sectional area of 12.7 in2. The height and width of the section are 9.2 in and 11.1 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: