Structural sectional properties for a WT13.5X184 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT13.5X184 |
Cross Sectional Area | A | 54.2 in2 |
Section Width | b | 14.7 in |
Section Depth | d | 15.2 in |
Flange thickness | tf | 2.48 in |
Web thickness | tw | 1.38 in |
Radius of Gyration about X-X | rx | 4.16 in |
Radius of Gyrations about Y-Y | ry | 3.48 in |
Moment of Inertia about X-X | Ix | 939 in4 |
Moment of Intertia about Y-Y | Iy | 655 in4 |
Elastic Section Modulus about X-X | Sx | 81.7 in3 |
Elastic Section Modulus about Y-Y | Sy | 89.3 in3 |
Plastic Section Modulus about X-X | Zx | 151 in3 |
Plastic Section Modulus about Y-Y | Zy | 140 in3 |
St. Venant Torsional Constant | J | 84.5 in4 |
Warping Torsion Constant | Cw | 532 in6 |
Self Weight of section per foot | Weight | 184 lb/ft |
A WT13.5X184 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 184 lb/ft and has a cross sectional area of 54.2 in2. The height and width of the section are 15.2 in and 14.7 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: