Structural sectional properties for a W12X22 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W12X22 |
Cross Sectional Area | A | 6.48 in2 |
Section Width | b | 4.03 in |
Section Depth | d | 12.3 in |
Flange thickness | tf | 0.425 in |
Web thickness | tw | 0.26 in |
Radius of Gyration about X-X | rx | 4.91 in |
Radius of Gyrations about Y-Y | ry | 0.848 in |
Moment of Inertia about X-X | Ix | 156 in4 |
Moment of Intertia about Y-Y | Iy | 4.66 in4 |
Elastic Section Modulus about X-X | Sx | 25.4 in3 |
Elastic Section Modulus about Y-Y | Sy | 2.31 in3 |
Plastic Section Modulus about X-X | Zx | 29.3 in3 |
Plastic Section Modulus about Y-Y | Zy | 3.66 in3 |
St. Venant Torsional Constant | J | 0.293 in4 |
Warping Torsion Constant | Cw | 164 in6 |
Self Weight of section | Weight | 22 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W12X22 |
Cross Sectional Area | A | 4181 mm2 |
Section Width | b | 102 mm |
Section Depth | d | 312 mm |
Flange thickness | tf | 10.8 mm |
Web thickness | tw | 6.6 mm |
Radius of Gyration about X-X | rx | 125 mm |
Radius of Gyrations about Y-Y | ry | 22 mm |
Moment of Inertia about X-X | Ix | 65000000 mm4 |
Moment of Intertia about Y-Y | Iy | 2000000 mm4 |
Elastic Section Modulus about X-X | Sx | 416000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 38000 mm3 |
Plastic Section Modulus about X-X | Zx | 480000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 60000 mm3 |
St. Venant Torsional Constant | J | 122000 mm4 |
Warping Torsion Constant | Cw | 44000000000 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 W12X22 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 6.48 in2. The height and width of the section are 12.3 in and 4.03 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: