Structural sectional properties for a W21X55 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W21X55 |
Cross Sectional Area | A | 16.2 in2 |
Section Width | b | 8.22 in |
Section Depth | d | 20.8 in |
Flange thickness | tf | 0.522 in |
Web thickness | tw | 0.375 in |
Radius of Gyration about X-X | rx | 8.4 in |
Radius of Gyrations about Y-Y | ry | 1.73 in |
Moment of Inertia about X-X | Ix | 1140 in4 |
Moment of Intertia about Y-Y | Iy | 48.4 in4 |
Elastic Section Modulus about X-X | Sx | 110 in3 |
Elastic Section Modulus about Y-Y | Sy | 11.8 in3 |
Plastic Section Modulus about X-X | Zx | 126 in3 |
Plastic Section Modulus about Y-Y | Zy | 18.4 in3 |
St. Venant Torsional Constant | J | 1.24 in4 |
Warping Torsion Constant | Cw | 4980 in6 |
Self Weight of section | Weight | 55 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W21X55 |
Cross Sectional Area | A | 10452 mm2 |
Section Width | b | 209 mm |
Section Depth | d | 528 mm |
Flange thickness | tf | 13.3 mm |
Web thickness | tw | 9.5 mm |
Radius of Gyration about X-X | rx | 213 mm |
Radius of Gyrations about Y-Y | ry | 44 mm |
Moment of Inertia about X-X | Ix | 475000000 mm4 |
Moment of Intertia about Y-Y | Iy | 20000000 mm4 |
Elastic Section Modulus about X-X | Sx | 1803000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 193000 mm3 |
Plastic Section Modulus about X-X | Zx | 2065000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 302000 mm3 |
St. Venant Torsional Constant | J | 516000 mm4 |
Warping Torsion Constant | Cw | 1337000000000 mm6 |
Self Weight of section | Weight | 82 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W21X55 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 55 lb/ft and has a cross sectional area of 16.2 in2. The height and width of the section are 20.8 in and 8.22 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: