Structural sectional properties for a W24X68 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W24X68 |
Cross Sectional Area | A | 20.1 in2 |
Section Width | b | 8.97 in |
Section Depth | d | 23.7 in |
Flange thickness | tf | 0.585 in |
Web thickness | tw | 0.415 in |
Radius of Gyration about X-X | rx | 9.55 in |
Radius of Gyrations about Y-Y | ry | 1.87 in |
Moment of Inertia about X-X | Ix | 1830 in4 |
Moment of Intertia about Y-Y | Iy | 70.4 in4 |
Elastic Section Modulus about X-X | Sx | 154 in3 |
Elastic Section Modulus about Y-Y | Sy | 15.7 in3 |
Plastic Section Modulus about X-X | Zx | 177 in3 |
Plastic Section Modulus about Y-Y | Zy | 24.5 in3 |
St. Venant Torsional Constant | J | 1.87 in4 |
Warping Torsion Constant | Cw | 9430 in6 |
Self Weight of section per foot | Weight | 68 lb/ft |
A W24X68 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 68 lb/ft and has a cross sectional area of 20.1 in2. The height and width of the section are 23.7 in and 8.97 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: