Structural sectional properties for a WT12X103.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT12X103.5 |
Cross Sectional Area | A | 30.3 in2 |
Section Width | b | 13 in |
Section Depth | d | 12.9 in |
Flange thickness | tf | 1.57 in |
Web thickness | tw | 0.87 in |
Radius of Gyration about X-X | rx | 3.55 in |
Radius of Gyrations about Y-Y | ry | 3.08 in |
Moment of Inertia about X-X | Ix | 382 in4 |
Moment of Intertia about Y-Y | Iy | 289 in4 |
Elastic Section Modulus about X-X | Sx | 38.3 in3 |
Elastic Section Modulus about Y-Y | Sy | 44.4 in3 |
Plastic Section Modulus about X-X | Zx | 69.3 in3 |
Plastic Section Modulus about Y-Y | Zy | 68.6 in3 |
St. Venant Torsional Constant | J | 19.1 in4 |
Warping Torsion Constant | Cw | 91.3 in6 |
Self Weight of section per foot | Weight | 103.5 lb/ft |
A WT12X103.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 103.5 lb/ft and has a cross sectional area of 30.3 in2. The height and width of the section are 12.9 in and 13 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: