Structural sectional properties for a WT9X30 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | WT |
Section Name | Name | WT9X30 |
Cross Sectional Area | A | 8.82 in2 |
Section Width | b | 7.56 in |
Section Depth | d | 9.12 in |
Flange thickness | tf | 0.695 in |
Web thickness | tw | 0.415 in |
Radius of Gyration about X-X | rx | 2.71 in |
Radius of Gyrations about Y-Y | ry | 1.68 in |
Moment of Inertia about X-X | Ix | 64.7 in4 |
Moment of Intertia about Y-Y | Iy | 25 in4 |
Elastic Section Modulus about X-X | Sx | 9.29 in3 |
Elastic Section Modulus about Y-Y | Sy | 6.63 in3 |
Plastic Section Modulus about X-X | Zx | 16.5 in3 |
Plastic Section Modulus about Y-Y | Zy | 10.3 in3 |
St. Venant Torsional Constant | J | 1.08 in4 |
Warping Torsion Constant | Cw | 2.35 in6 |
Self Weight of section per foot | Weight | 30 lb/ft |
A WT9X30 steel section is a standard North American steel section in the WT - Tee Sections category. It weighs 30 lb/ft and has a cross sectional area of 8.82 in2. The height and width of the section are 9.12 in and 7.56 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: