Structural sectional properties for a WT2.5X9.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT2.5X9.5 |
Cross Sectional Area | A | 2.78 in2 |
Section Width | b | 5.03 in |
Section Depth | d | 2.58 in |
Flange thickness | tf | 0.43 in |
Web thickness | tw | 0.27 in |
Radius of Gyration about X-X | rx | 0.604 in |
Radius of Gyrations about Y-Y | ry | 1.28 in |
Moment of Inertia about X-X | Ix | 1.01 in4 |
Moment of Intertia about Y-Y | Iy | 4.56 in4 |
Elastic Section Modulus about X-X | Sx | 0.485 in3 |
Elastic Section Modulus about Y-Y | Sy | 1.81 in3 |
Plastic Section Modulus about X-X | Zx | 0.97 in3 |
Plastic Section Modulus about Y-Y | Zy | 2.76 in3 |
St. Venant Torsional Constant | J | 0.157 in4 |
Warping Torsion Constant | Cw | 0.0775 in6 |
Self Weight of section per foot | Weight | 9.5 lb/ft |
A WT2.5X9.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 9.5 lb/ft and has a cross sectional area of 2.78 in2. The height and width of the section are 2.58 in and 5.03 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: