Structural sectional properties for a W10X22 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W10X22 |
Cross Sectional Area | A | 6.49 in2 |
Section Width | b | 5.75 in |
Section Depth | d | 10.2 in |
Flange thickness | tf | 0.36 in |
Web thickness | tw | 0.24 in |
Radius of Gyration about X-X | rx | 4.27 in |
Radius of Gyrations about Y-Y | ry | 1.33 in |
Moment of Inertia about X-X | Ix | 118 in4 |
Moment of Intertia about Y-Y | Iy | 11.4 in4 |
Elastic Section Modulus about X-X | Sx | 23.2 in3 |
Elastic Section Modulus about Y-Y | Sy | 3.97 in3 |
Plastic Section Modulus about X-X | Zx | 26 in3 |
Plastic Section Modulus about Y-Y | Zy | 6.1 in3 |
St. Venant Torsional Constant | J | 0.239 in4 |
Warping Torsion Constant | Cw | 275 in6 |
Self Weight of section | Weight | 22 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W10X22 |
Cross Sectional Area | A | 4187 mm2 |
Section Width | b | 146 mm |
Section Depth | d | 259 mm |
Flange thickness | tf | 9.1 mm |
Web thickness | tw | 6.1 mm |
Radius of Gyration about X-X | rx | 108 mm |
Radius of Gyrations about Y-Y | ry | 34 mm |
Moment of Inertia about X-X | Ix | 49000000 mm4 |
Moment of Intertia about Y-Y | Iy | 5000000 mm4 |
Elastic Section Modulus about X-X | Sx | 380000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 65000 mm3 |
Plastic Section Modulus about X-X | Zx | 426000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 100000 mm3 |
St. Venant Torsional Constant | J | 99000 mm4 |
Warping Torsion Constant | Cw | 74000000000 mm6 |
Self Weight of section | Weight | 33 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W10X22 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 22 lb/ft and has a cross sectional area of 6.49 in2. The height and width of the section are 10.2 in and 5.75 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: