Structural sectional properties for a WT13.5X51 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT13.5X51 |
Cross Sectional Area | A | 15 in2 |
Section Width | b | 10 in |
Section Depth | d | 13.5 in |
Flange thickness | tf | 0.83 in |
Web thickness | tw | 0.515 in |
Radius of Gyration about X-X | rx | 4.14 in |
Radius of Gyrations about Y-Y | ry | 2.15 in |
Moment of Inertia about X-X | Ix | 258 in4 |
Moment of Intertia about Y-Y | Iy | 69.6 in4 |
Elastic Section Modulus about X-X | Sx | 25.3 in3 |
Elastic Section Modulus about Y-Y | Sy | 13.9 in3 |
Plastic Section Modulus about X-X | Zx | 45 in3 |
Plastic Section Modulus about Y-Y | Zy | 21.7 in3 |
St. Venant Torsional Constant | J | 2.63 in4 |
Warping Torsion Constant | Cw | 12.6 in6 |
Self Weight of section per foot | Weight | 51 lb/ft |
A WT13.5X51 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 51 lb/ft and has a cross sectional area of 15 in2. The height and width of the section are 13.5 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: