Structural sectional properties for a WT12X185 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT12X185 |
Cross Sectional Area | A | 54.5 in2 |
Section Width | b | 13.7 in |
Section Depth | d | 14 in |
Flange thickness | tf | 2.72 in |
Web thickness | tw | 1.52 in |
Radius of Gyration about X-X | rx | 3.78 in |
Radius of Gyrations about Y-Y | ry | 3.27 in |
Moment of Inertia about X-X | Ix | 779 in4 |
Moment of Intertia about Y-Y | Iy | 581 in4 |
Elastic Section Modulus about X-X | Sx | 74.7 in3 |
Elastic Section Modulus about Y-Y | Sy | 85.1 in3 |
Plastic Section Modulus about X-X | Zx | 140 in3 |
Plastic Section Modulus about Y-Y | Zy | 133 in3 |
St. Venant Torsional Constant | J | 100 in4 |
Warping Torsion Constant | Cw | 553 in6 |
Self Weight of section per foot | Weight | 185 lb/ft |
A WT12X185 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 185 lb/ft and has a cross sectional area of 54.5 in2. The height and width of the section are 14 in and 13.7 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: