Structural sectional properties for a WT9X141.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT9X141.5 |
Cross Sectional Area | A | 41.7 in2 |
Section Width | b | 11.9 in |
Section Depth | d | 10.9 in |
Flange thickness | tf | 2.5 in |
Web thickness | tw | 1.4 in |
Radius of Gyration about X-X | rx | 2.85 in |
Radius of Gyrations about Y-Y | ry | 2.91 in |
Moment of Inertia about X-X | Ix | 337 in4 |
Moment of Intertia about Y-Y | Iy | 352 in4 |
Elastic Section Modulus about X-X | Sx | 41.5 in3 |
Elastic Section Modulus about Y-Y | Sy | 59.2 in3 |
Plastic Section Modulus about X-X | Zx | 80.2 in3 |
Plastic Section Modulus about Y-Y | Zy | 92.5 in3 |
St. Venant Torsional Constant | J | 66.5 in4 |
Warping Torsion Constant | Cw | 251 in6 |
Self Weight of section per foot | Weight | 141.5 lb/ft |
A WT9X141.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 141.5 lb/ft and has a cross sectional area of 41.7 in2. The height and width of the section are 10.9 in and 11.9 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: