Structural sectional properties for a WT9X105.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT9X105.5 |
Cross Sectional Area | A | 31.2 in2 |
Section Width | b | 11.6 in |
Section Depth | d | 10.3 in |
Flange thickness | tf | 1.91 in |
Web thickness | tw | 1.06 in |
Radius of Gyration about X-X | rx | 2.72 in |
Radius of Gyrations about Y-Y | ry | 2.82 in |
Moment of Inertia about X-X | Ix | 229 in4 |
Moment of Intertia about Y-Y | Iy | 246 in4 |
Elastic Section Modulus about X-X | Sx | 29.1 in3 |
Elastic Section Modulus about Y-Y | Sy | 42.7 in3 |
Plastic Section Modulus about X-X | Zx | 55 in3 |
Plastic Section Modulus about Y-Y | Zy | 66.1 in3 |
St. Venant Torsional Constant | J | 29.1 in4 |
Warping Torsion Constant | Cw | 102 in6 |
Self Weight of section per foot | Weight | 105.5 lb/ft |
A WT9X105.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 105.5 lb/ft and has a cross sectional area of 31.2 in2. The height and width of the section are 10.3 in and 11.6 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: