Structural sectional properties for a S24X121 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | S |
Section Name | Name | S24X121 |
Cross Sectional Area | A | 35.5 in2 |
Section Width | b | 8.05 in |
Section Depth | d | 24.5 in |
Flange thickness | tf | 1.09 in |
Web thickness | tw | 0.8 in |
Radius of Gyration about X-X | rx | 9.43 in |
Radius of Gyrations about Y-Y | ry | 1.53 in |
Moment of Inertia about X-X | Ix | 3160 in4 |
Moment of Intertia about Y-Y | Iy | 83 in4 |
Elastic Section Modulus about X-X | Sx | 258 in3 |
Elastic Section Modulus about Y-Y | Sy | 20.6 in3 |
Plastic Section Modulus about X-X | Zx | 306 in3 |
Plastic Section Modulus about Y-Y | Zy | 36.3 in3 |
St. Venant Torsional Constant | J | 12.8 in4 |
Warping Torsion Constant | Cw | 11400 in6 |
Self Weight of section | Weight | 121 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | S |
Section Name | Name | S24X121 |
Cross Sectional Area | A | 22903 mm2 |
Section Width | b | 204 mm |
Section Depth | d | 622 mm |
Flange thickness | tf | 27.7 mm |
Web thickness | tw | 20.3 mm |
Radius of Gyration about X-X | rx | 240 mm |
Radius of Gyrations about Y-Y | ry | 39 mm |
Moment of Inertia about X-X | Ix | 1315000000 mm4 |
Moment of Intertia about Y-Y | Iy | 35000000 mm4 |
Elastic Section Modulus about X-X | Sx | 4228000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 338000 mm3 |
Plastic Section Modulus about X-X | Zx | 5014000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 595000 mm3 |
St. Venant Torsional Constant | J | 5328000 mm4 |
Warping Torsion Constant | Cw | 3061000000000 mm6 |
Self Weight of section | Weight | 180 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A S24X121 steel section is a standard North American steel section in the S - Standard Wide Flange category. It weighs 121 lb/ft and has a cross sectional area of 35.5 in2. The height and width of the section are 24.5 in and 8.05 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: