Structural sectional properties for a WT12X65.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT12X65.5 |
Cross Sectional Area | A | 19.3 in2 |
Section Width | b | 12.9 in |
Section Depth | d | 12.2 in |
Flange thickness | tf | 0.96 in |
Web thickness | tw | 0.605 in |
Radius of Gyration about X-X | rx | 3.52 in |
Radius of Gyrations about Y-Y | ry | 2.97 in |
Moment of Inertia about X-X | Ix | 238 in4 |
Moment of Intertia about Y-Y | Iy | 170 in4 |
Elastic Section Modulus about X-X | Sx | 24.8 in3 |
Elastic Section Modulus about Y-Y | Sy | 26.5 in3 |
Plastic Section Modulus about X-X | Zx | 43.9 in3 |
Plastic Section Modulus about Y-Y | Zy | 40.7 in3 |
St. Venant Torsional Constant | J | 4.74 in4 |
Warping Torsion Constant | Cw | 23.1 in6 |
Self Weight of section per foot | Weight | 65.5 lb/ft |
A WT12X65.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 65.5 lb/ft and has a cross sectional area of 19.3 in2. The height and width of the section are 12.2 in and 12.9 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: