Structural sectional properties for a WT13.5X64.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT13.5X64.5 |
Cross Sectional Area | A | 18.9 in2 |
Section Width | b | 10 in |
Section Depth | d | 13.8 in |
Flange thickness | tf | 1.1 in |
Web thickness | tw | 0.61 in |
Radius of Gyration about X-X | rx | 4.13 in |
Radius of Gyrations about Y-Y | ry | 2.21 in |
Moment of Inertia about X-X | Ix | 323 in4 |
Moment of Intertia about Y-Y | Iy | 92.2 in4 |
Elastic Section Modulus about X-X | Sx | 31 in3 |
Elastic Section Modulus about Y-Y | Sy | 18.4 in3 |
Plastic Section Modulus about X-X | Zx | 55.1 in3 |
Plastic Section Modulus about Y-Y | Zy | 28.8 in3 |
St. Venant Torsional Constant | J | 5.55 in4 |
Warping Torsion Constant | Cw | 24 in6 |
Self Weight of section per foot | Weight | 64.5 lb/ft |
A WT13.5X64.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 64.5 lb/ft and has a cross sectional area of 18.9 in2. The height and width of the section are 13.8 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: