Structural sectional properties for a S24X100 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | S |
Section Name | Name | S24X100 |
Cross Sectional Area | A | 29.3 in2 |
Section Width | b | 7.25 in |
Section Depth | d | 24 in |
Flange thickness | tf | 0.87 in |
Web thickness | tw | 0.745 in |
Radius of Gyration about X-X | rx | 9.01 in |
Radius of Gyrations about Y-Y | ry | 1.27 in |
Moment of Inertia about X-X | Ix | 2380 in4 |
Moment of Intertia about Y-Y | Iy | 47.4 in4 |
Elastic Section Modulus about X-X | Sx | 199 in3 |
Elastic Section Modulus about Y-Y | Sy | 13.1 in3 |
Plastic Section Modulus about X-X | Zx | 239 in3 |
Plastic Section Modulus about Y-Y | Zy | 24 in3 |
St. Venant Torsional Constant | J | 7.59 in4 |
Warping Torsion Constant | Cw | 6350 in6 |
Self Weight of section | Weight | 100 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | S |
Section Name | Name | S24X100 |
Cross Sectional Area | A | 18903 mm2 |
Section Width | b | 184 mm |
Section Depth | d | 610 mm |
Flange thickness | tf | 22.1 mm |
Web thickness | tw | 18.9 mm |
Radius of Gyration about X-X | rx | 229 mm |
Radius of Gyrations about Y-Y | ry | 32 mm |
Moment of Inertia about X-X | Ix | 991000000 mm4 |
Moment of Intertia about Y-Y | Iy | 20000000 mm4 |
Elastic Section Modulus about X-X | Sx | 3261000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 215000 mm3 |
Plastic Section Modulus about X-X | Zx | 3917000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 393000 mm3 |
St. Venant Torsional Constant | J | 3159000 mm4 |
Warping Torsion Constant | Cw | 1705000000000 mm6 |
Self Weight of section | Weight | 149 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A S24X100 steel section is a standard North American steel section in the S - Standard Wide Flange category. It weighs 100 lb/ft and has a cross sectional area of 29.3 in2. The height and width of the section are 24 in and 7.25 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: