Structural sectional properties for a W24X162 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W24X162 |
Cross Sectional Area | A | 47.8 in2 |
Section Width | b | 13 in |
Section Depth | d | 25 in |
Flange thickness | tf | 1.22 in |
Web thickness | tw | 0.705 in |
Radius of Gyration about X-X | rx | 10.4 in |
Radius of Gyrations about Y-Y | ry | 3.05 in |
Moment of Inertia about X-X | Ix | 5170 in4 |
Moment of Intertia about Y-Y | Iy | 443 in4 |
Elastic Section Modulus about X-X | Sx | 414 in3 |
Elastic Section Modulus about Y-Y | Sy | 68.4 in3 |
Plastic Section Modulus about X-X | Zx | 468 in3 |
Plastic Section Modulus about Y-Y | Zy | 105 in3 |
St. Venant Torsional Constant | J | 18.5 in4 |
Warping Torsion Constant | Cw | 62600 in6 |
Self Weight of section | Weight | 162 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W24X162 |
Cross Sectional Area | A | 30839 mm2 |
Section Width | b | 330 mm |
Section Depth | d | 635 mm |
Flange thickness | tf | 31 mm |
Web thickness | tw | 17.9 mm |
Radius of Gyration about X-X | rx | 264 mm |
Radius of Gyrations about Y-Y | ry | 77 mm |
Moment of Inertia about X-X | Ix | 2152000000 mm4 |
Moment of Intertia about Y-Y | Iy | 184000000 mm4 |
Elastic Section Modulus about X-X | Sx | 6784000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 1121000 mm3 |
Plastic Section Modulus about X-X | Zx | 7669000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 1721000 mm3 |
St. Venant Torsional Constant | J | 7700000 mm4 |
Warping Torsion Constant | Cw | 16810000000000 mm6 |
Self Weight of section | Weight | 241 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W24X162 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 162 lb/ft and has a cross sectional area of 47.8 in2. The height and width of the section are 25 in and 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: