Structural sectional properties for a W24X94 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W24X94 |
Cross Sectional Area | A | 27.7 in2 |
Section Width | b | 9.07 in |
Section Depth | d | 24.3 in |
Flange thickness | tf | 0.875 in |
Web thickness | tw | 0.515 in |
Radius of Gyration about X-X | rx | 9.87 in |
Radius of Gyrations about Y-Y | ry | 1.98 in |
Moment of Inertia about X-X | Ix | 2700 in4 |
Moment of Intertia about Y-Y | Iy | 109 in4 |
Elastic Section Modulus about X-X | Sx | 222 in3 |
Elastic Section Modulus about Y-Y | Sy | 24 in3 |
Plastic Section Modulus about X-X | Zx | 254 in3 |
Plastic Section Modulus about Y-Y | Zy | 37.5 in3 |
St. Venant Torsional Constant | J | 5.26 in4 |
Warping Torsion Constant | Cw | 15000 in6 |
Self Weight of section | Weight | 94 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W24X94 |
Cross Sectional Area | A | 17871 mm2 |
Section Width | b | 230 mm |
Section Depth | d | 617 mm |
Flange thickness | tf | 22.2 mm |
Web thickness | tw | 13.1 mm |
Radius of Gyration about X-X | rx | 251 mm |
Radius of Gyrations about Y-Y | ry | 50 mm |
Moment of Inertia about X-X | Ix | 1124000000 mm4 |
Moment of Intertia about Y-Y | Iy | 45000000 mm4 |
Elastic Section Modulus about X-X | Sx | 3638000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 393000 mm3 |
Plastic Section Modulus about X-X | Zx | 4162000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 615000 mm3 |
St. Venant Torsional Constant | J | 2189000 mm4 |
Warping Torsion Constant | Cw | 4028000000000 mm6 |
Self Weight of section | Weight | 140 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W24X94 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 94 lb/ft and has a cross sectional area of 27.7 in2. The height and width of the section are 24.3 in and 9.07 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: