Structural sectional properties for a WT9X35.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT9X35.5 |
Cross Sectional Area | A | 10.4 in2 |
Section Width | b | 7.64 in |
Section Depth | d | 9.24 in |
Flange thickness | tf | 0.81 in |
Web thickness | tw | 0.495 in |
Radius of Gyration about X-X | rx | 2.74 in |
Radius of Gyrations about Y-Y | ry | 1.7 in |
Moment of Inertia about X-X | Ix | 78.2 in4 |
Moment of Intertia about Y-Y | Iy | 30.1 in4 |
Elastic Section Modulus about X-X | Sx | 11.2 in3 |
Elastic Section Modulus about Y-Y | Sy | 7.89 in3 |
Plastic Section Modulus about X-X | Zx | 20 in3 |
Plastic Section Modulus about Y-Y | Zy | 12.3 in3 |
St. Venant Torsional Constant | J | 1.74 in4 |
Warping Torsion Constant | Cw | 3.96 in6 |
Self Weight of section per foot | Weight | 35.5 lb/ft |
A WT9X35.5 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 35.5 lb/ft and has a cross sectional area of 10.4 in2. The height and width of the section are 9.24 in and 7.64 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: