Structural sectional properties for a W21X122 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W21X122 |
Cross Sectional Area | A | 35.9 in2 |
Section Width | b | 12.4 in |
Section Depth | d | 21.7 in |
Flange thickness | tf | 0.96 in |
Web thickness | tw | 0.6 in |
Radius of Gyration about X-X | rx | 9.09 in |
Radius of Gyrations about Y-Y | ry | 2.92 in |
Moment of Inertia about X-X | Ix | 2960 in4 |
Moment of Intertia about Y-Y | Iy | 305 in4 |
Elastic Section Modulus about X-X | Sx | 273 in3 |
Elastic Section Modulus about Y-Y | Sy | 49.2 in3 |
Plastic Section Modulus about X-X | Zx | 307 in3 |
Plastic Section Modulus about Y-Y | Zy | 75.6 in3 |
St. Venant Torsional Constant | J | 8.98 in4 |
Warping Torsion Constant | Cw | 32700 in6 |
Self Weight of section | Weight | 122 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W21X122 |
Cross Sectional Area | A | 23161 mm2 |
Section Width | b | 315 mm |
Section Depth | d | 551 mm |
Flange thickness | tf | 24.4 mm |
Web thickness | tw | 15.2 mm |
Radius of Gyration about X-X | rx | 231 mm |
Radius of Gyrations about Y-Y | ry | 74 mm |
Moment of Inertia about X-X | Ix | 1232000000 mm4 |
Moment of Intertia about Y-Y | Iy | 127000000 mm4 |
Elastic Section Modulus about X-X | Sx | 4474000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 806000 mm3 |
Plastic Section Modulus about X-X | Zx | 5031000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 1239000 mm3 |
St. Venant Torsional Constant | J | 3738000 mm4 |
Warping Torsion Constant | Cw | 8781000000000 mm6 |
Self Weight of section | Weight | 182 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W21X122 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 122 lb/ft and has a cross sectional area of 35.9 in2. The height and width of the section are 21.7 in and 12.4 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: