Structural sectional properties for a WT16.5X145.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT16.5X145.5 |
Cross Sectional Area | A | 42.8 in2 |
Section Width | b | 15.9 in |
Section Depth | d | 17.4 in |
Flange thickness | tf | 1.73 in |
Web thickness | tw | 0.96 in |
Radius of Gyration about X-X | rx | 4.96 in |
Radius of Gyrations about Y-Y | ry | 3.68 in |
Moment of Inertia about X-X | Ix | 1060 in4 |
Moment of Intertia about Y-Y | Iy | 581 in4 |
Elastic Section Modulus about X-X | Sx | 78.3 in3 |
Elastic Section Modulus about Y-Y | Sy | 73.1 in3 |
Plastic Section Modulus about X-X | Zx | 140 in3 |
Plastic Section Modulus about Y-Y | Zy | 113 in3 |
St. Venant Torsional Constant | J | 32.5 in4 |
Warping Torsion Constant | Cw | 256 in6 |
Self Weight of section per foot | Weight | 145.5 lb/ft |
A WT16.5X145.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 145.5 lb/ft and has a cross sectional area of 42.8 in2. The height and width of the section are 17.4 in and 15.9 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: