Structural sectional properties for a WT9X87.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT9X87.5 |
Cross Sectional Area | A | 25.7 in2 |
Section Width | b | 11.4 in |
Section Depth | d | 10 in |
Flange thickness | tf | 1.59 in |
Web thickness | tw | 0.89 in |
Radius of Gyration about X-X | rx | 2.66 in |
Radius of Gyrations about Y-Y | ry | 2.76 in |
Moment of Inertia about X-X | Ix | 181 in4 |
Moment of Intertia about Y-Y | Iy | 196 in4 |
Elastic Section Modulus about X-X | Sx | 23.4 in3 |
Elastic Section Modulus about Y-Y | Sy | 34.4 in3 |
Plastic Section Modulus about X-X | Zx | 43.6 in3 |
Plastic Section Modulus about Y-Y | Zy | 53.1 in3 |
St. Venant Torsional Constant | J | 16.8 in4 |
Warping Torsion Constant | Cw | 56.5 in6 |
Self Weight of section per foot | Weight | 87.5 lb/ft |
A WT9X87.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 87.5 lb/ft and has a cross sectional area of 25.7 in2. The height and width of the section are 10 in and 11.4 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: