Structural sectional properties for a W24X229 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W24X229 |
Cross Sectional Area | A | 67.2 in2 |
Section Width | b | 13.1 in |
Section Depth | d | 26 in |
Flange thickness | tf | 1.73 in |
Web thickness | tw | 0.96 in |
Radius of Gyration about X-X | rx | 10.7 in |
Radius of Gyrations about Y-Y | ry | 3.11 in |
Moment of Inertia about X-X | Ix | 7650 in4 |
Moment of Intertia about Y-Y | Iy | 651 in4 |
Elastic Section Modulus about X-X | Sx | 588 in3 |
Elastic Section Modulus about Y-Y | Sy | 99.4 in3 |
Plastic Section Modulus about X-X | Zx | 675 in3 |
Plastic Section Modulus about Y-Y | Zy | 154 in3 |
St. Venant Torsional Constant | J | 51.3 in4 |
Warping Torsion Constant | Cw | 96100 in6 |
Self Weight of section | Weight | 229 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W24X229 |
Cross Sectional Area | A | 43355 mm2 |
Section Width | b | 333 mm |
Section Depth | d | 660 mm |
Flange thickness | tf | 43.9 mm |
Web thickness | tw | 24.4 mm |
Radius of Gyration about X-X | rx | 272 mm |
Radius of Gyrations about Y-Y | ry | 79 mm |
Moment of Inertia about X-X | Ix | 3184000000 mm4 |
Moment of Intertia about Y-Y | Iy | 271000000 mm4 |
Elastic Section Modulus about X-X | Sx | 9636000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 1629000 mm3 |
Plastic Section Modulus about X-X | Zx | 11061000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 2524000 mm3 |
St. Venant Torsional Constant | J | 21353000 mm4 |
Warping Torsion Constant | Cw | 25806000000000 mm6 |
Self Weight of section | Weight | 341 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W24X229 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 229 lb/ft and has a cross sectional area of 67.2 in2. The height and width of the section are 26 in and 13.1 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: