Structural sectional properties for a WT13.5X42 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT13.5X42 |
Cross Sectional Area | A | 12.4 in2 |
Section Width | b | 10 in |
Section Depth | d | 13.4 in |
Flange thickness | tf | 0.64 in |
Web thickness | tw | 0.46 in |
Radius of Gyration about X-X | rx | 4.18 in |
Radius of Gyrations about Y-Y | ry | 2.07 in |
Moment of Inertia about X-X | Ix | 216 in4 |
Moment of Intertia about Y-Y | Iy | 52.8 in4 |
Elastic Section Modulus about X-X | Sx | 21.9 in3 |
Elastic Section Modulus about Y-Y | Sy | 10.6 in3 |
Plastic Section Modulus about X-X | Zx | 39.2 in3 |
Plastic Section Modulus about Y-Y | Zy | 16.6 in3 |
St. Venant Torsional Constant | J | 1.4 in4 |
Warping Torsion Constant | Cw | 7.79 in6 |
Self Weight of section per foot | Weight | 42 lb/ft |
A WT13.5X42 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 42 lb/ft and has a cross sectional area of 12.4 in2. The height and width of the section are 13.4 in and 10 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: