Structural sectional properties for a S24X106 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | S |
Section Name | Name | S24X106 |
Cross Sectional Area | A | 31.1 in2 |
Section Width | b | 7.87 in |
Section Depth | d | 24.5 in |
Flange thickness | tf | 1.09 in |
Web thickness | tw | 0.62 in |
Radius of Gyration about X-X | rx | 9.71 in |
Radius of Gyrations about Y-Y | ry | 1.57 in |
Moment of Inertia about X-X | Ix | 2940 in4 |
Moment of Intertia about Y-Y | Iy | 76.8 in4 |
Elastic Section Modulus about X-X | Sx | 240 in3 |
Elastic Section Modulus about Y-Y | Sy | 19.5 in3 |
Plastic Section Modulus about X-X | Zx | 279 in3 |
Plastic Section Modulus about Y-Y | Zy | 33.4 in3 |
St. Venant Torsional Constant | J | 10.1 in4 |
Warping Torsion Constant | Cw | 10500 in6 |
Self Weight of section | Weight | 106 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | S |
Section Name | Name | S24X106 |
Cross Sectional Area | A | 20064 mm2 |
Section Width | b | 200 mm |
Section Depth | d | 622 mm |
Flange thickness | tf | 27.7 mm |
Web thickness | tw | 15.7 mm |
Radius of Gyration about X-X | rx | 247 mm |
Radius of Gyrations about Y-Y | ry | 40 mm |
Moment of Inertia about X-X | Ix | 1224000000 mm4 |
Moment of Intertia about Y-Y | Iy | 32000000 mm4 |
Elastic Section Modulus about X-X | Sx | 3933000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 320000 mm3 |
Plastic Section Modulus about X-X | Zx | 4572000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 547000 mm3 |
St. Venant Torsional Constant | J | 4204000 mm4 |
Warping Torsion Constant | Cw | 2820000000000 mm6 |
Self Weight of section | Weight | 158 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A S24X106 steel section is a standard North American steel section in the S - Standard Wide Flange category. It weighs 106 lb/ft and has a cross sectional area of 31.1 in2. The height and width of the section are 24.5 in and 7.87 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: