Structural sectional properties for a W24X117 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W24X117 |
Cross Sectional Area | A | 34.4 in2 |
Section Width | b | 12.8 in |
Section Depth | d | 24.3 in |
Flange thickness | tf | 0.85 in |
Web thickness | tw | 0.55 in |
Radius of Gyration about X-X | rx | 10.1 in |
Radius of Gyrations about Y-Y | ry | 2.94 in |
Moment of Inertia about X-X | Ix | 3540 in4 |
Moment of Intertia about Y-Y | Iy | 297 in4 |
Elastic Section Modulus about X-X | Sx | 291 in3 |
Elastic Section Modulus about Y-Y | Sy | 46.5 in3 |
Plastic Section Modulus about X-X | Zx | 327 in3 |
Plastic Section Modulus about Y-Y | Zy | 71.4 in3 |
St. Venant Torsional Constant | J | 6.72 in4 |
Warping Torsion Constant | Cw | 40800 in6 |
Self Weight of section | Weight | 117 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W24X117 |
Cross Sectional Area | A | 22194 mm2 |
Section Width | b | 325 mm |
Section Depth | d | 617 mm |
Flange thickness | tf | 21.6 mm |
Web thickness | tw | 14 mm |
Radius of Gyration about X-X | rx | 257 mm |
Radius of Gyrations about Y-Y | ry | 75 mm |
Moment of Inertia about X-X | Ix | 1473000000 mm4 |
Moment of Intertia about Y-Y | Iy | 124000000 mm4 |
Elastic Section Modulus about X-X | Sx | 4769000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 762000 mm3 |
Plastic Section Modulus about X-X | Zx | 5359000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 1170000 mm3 |
St. Venant Torsional Constant | J | 2797000 mm4 |
Warping Torsion Constant | Cw | 10956000000000 mm6 |
Self Weight of section | Weight | 174 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W24X117 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 117 lb/ft and has a cross sectional area of 34.4 in2. The height and width of the section are 24.3 in and 12.8 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: