Structural sectional properties for a WT16.5X65 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT16.5X65 |
Cross Sectional Area | A | 19.1 in2 |
Section Width | b | 11.5 in |
Section Depth | d | 16.5 in |
Flange thickness | tf | 0.855 in |
Web thickness | tw | 0.58 in |
Radius of Gyration about X-X | rx | 5.18 in |
Radius of Gyrations about Y-Y | ry | 2.38 in |
Moment of Inertia about X-X | Ix | 513 in4 |
Moment of Intertia about Y-Y | Iy | 109 in4 |
Elastic Section Modulus about X-X | Sx | 42.1 in3 |
Elastic Section Modulus about Y-Y | Sy | 18.9 in3 |
Plastic Section Modulus about X-X | Zx | 75.6 in3 |
Plastic Section Modulus about Y-Y | Zy | 29.7 in3 |
St. Venant Torsional Constant | J | 3.67 in4 |
Warping Torsion Constant | Cw | 29.3 in6 |
Self Weight of section per foot | Weight | 65 lb/ft |
A WT16.5X65 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 65 lb/ft and has a cross sectional area of 19.1 in2. The height and width of the section are 16.5 in and 11.5 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: