Structural sectional properties for a WT18X67.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT18X67.5 |
Cross Sectional Area | A | 19.9 in2 |
Section Width | b | 12 in |
Section Depth | d | 17.8 in |
Flange thickness | tf | 0.79 in |
Web thickness | tw | 0.6 in |
Radius of Gyration about X-X | rx | 5.66 in |
Radius of Gyrations about Y-Y | ry | 2.38 in |
Moment of Inertia about X-X | Ix | 637 in4 |
Moment of Intertia about Y-Y | Iy | 113 in4 |
Elastic Section Modulus about X-X | Sx | 49.7 in3 |
Elastic Section Modulus about Y-Y | Sy | 18.9 in3 |
Plastic Section Modulus about X-X | Zx | 90.1 in3 |
Plastic Section Modulus about Y-Y | Zy | 29.8 in3 |
St. Venant Torsional Constant | J | 3.48 in4 |
Warping Torsion Constant | Cw | 37.3 in6 |
Self Weight of section per foot | Weight | 67.5 lb/ft |
A WT18X67.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 67.5 lb/ft and has a cross sectional area of 19.9 in2. The height and width of the section are 17.8 in and 12 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: