Structural sectional properties for a WT16.5X76 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT16.5X76 |
Cross Sectional Area | A | 22.5 in2 |
Section Width | b | 11.6 in |
Section Depth | d | 16.7 in |
Flange thickness | tf | 1.06 in |
Web thickness | tw | 0.635 in |
Radius of Gyration about X-X | rx | 5.14 in |
Radius of Gyrations about Y-Y | ry | 2.47 in |
Moment of Inertia about X-X | Ix | 592 in4 |
Moment of Intertia about Y-Y | Iy | 136 in4 |
Elastic Section Modulus about X-X | Sx | 47.4 in3 |
Elastic Section Modulus about Y-Y | Sy | 23.6 in3 |
Plastic Section Modulus about X-X | Zx | 84.5 in3 |
Plastic Section Modulus about Y-Y | Zy | 36.9 in3 |
St. Venant Torsional Constant | J | 6.16 in4 |
Warping Torsion Constant | Cw | 43 in6 |
Self Weight of section per foot | Weight | 76 lb/ft |
A WT16.5X76 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 76 lb/ft and has a cross sectional area of 22.5 in2. The height and width of the section are 16.7 in and 11.6 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: