Structural sectional properties for a S24X90 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | S |
Section Name | Name | S24X90 |
Cross Sectional Area | A | 26.5 in2 |
Section Width | b | 7.13 in |
Section Depth | d | 24 in |
Flange thickness | tf | 0.87 in |
Web thickness | tw | 0.625 in |
Radius of Gyration about X-X | rx | 9.21 in |
Radius of Gyrations about Y-Y | ry | 1.3 in |
Moment of Inertia about X-X | Ix | 2250 in4 |
Moment of Intertia about Y-Y | Iy | 44.7 in4 |
Elastic Section Modulus about X-X | Sx | 187 in3 |
Elastic Section Modulus about Y-Y | Sy | 12.5 in3 |
Plastic Section Modulus about X-X | Zx | 222 in3 |
Plastic Section Modulus about Y-Y | Zy | 22.4 in3 |
St. Venant Torsional Constant | J | 6.05 in4 |
Warping Torsion Constant | Cw | 5980 in6 |
Self Weight of section | Weight | 90 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | S |
Section Name | Name | S24X90 |
Cross Sectional Area | A | 17097 mm2 |
Section Width | b | 181 mm |
Section Depth | d | 610 mm |
Flange thickness | tf | 22.1 mm |
Web thickness | tw | 15.9 mm |
Radius of Gyration about X-X | rx | 234 mm |
Radius of Gyrations about Y-Y | ry | 33 mm |
Moment of Inertia about X-X | Ix | 937000000 mm4 |
Moment of Intertia about Y-Y | Iy | 19000000 mm4 |
Elastic Section Modulus about X-X | Sx | 3064000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 205000 mm3 |
Plastic Section Modulus about X-X | Zx | 3638000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 367000 mm3 |
St. Venant Torsional Constant | J | 2518000 mm4 |
Warping Torsion Constant | Cw | 1606000000000 mm6 |
Self Weight of section | Weight | 134 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A S24X90 steel section is a standard North American steel section in the S - Standard Wide Flange category. It weighs 90 lb/ft and has a cross sectional area of 26.5 in2. The height and width of the section are 24 in and 7.13 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: