Structural sectional properties for a W21X83 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W21X83 |
Cross Sectional Area | A | 24.4 in2 |
Section Width | b | 8.36 in |
Section Depth | d | 21.4 in |
Flange thickness | tf | 0.835 in |
Web thickness | tw | 0.515 in |
Radius of Gyration about X-X | rx | 8.67 in |
Radius of Gyrations about Y-Y | ry | 1.83 in |
Moment of Inertia about X-X | Ix | 1830 in4 |
Moment of Intertia about Y-Y | Iy | 81.4 in4 |
Elastic Section Modulus about X-X | Sx | 171 in3 |
Elastic Section Modulus about Y-Y | Sy | 19.5 in3 |
Plastic Section Modulus about X-X | Zx | 196 in3 |
Plastic Section Modulus about Y-Y | Zy | 30.5 in3 |
St. Venant Torsional Constant | J | 4.34 in4 |
Warping Torsion Constant | Cw | 8630 in6 |
Self Weight of section | Weight | 83 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W21X83 |
Cross Sectional Area | A | 15742 mm2 |
Section Width | b | 212 mm |
Section Depth | d | 544 mm |
Flange thickness | tf | 21.2 mm |
Web thickness | tw | 13.1 mm |
Radius of Gyration about X-X | rx | 220 mm |
Radius of Gyrations about Y-Y | ry | 46 mm |
Moment of Inertia about X-X | Ix | 762000000 mm4 |
Moment of Intertia about Y-Y | Iy | 34000000 mm4 |
Elastic Section Modulus about X-X | Sx | 2802000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 320000 mm3 |
Plastic Section Modulus about X-X | Zx | 3212000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 500000 mm3 |
St. Venant Torsional Constant | J | 1806000 mm4 |
Warping Torsion Constant | Cw | 2317000000000 mm6 |
Self Weight of section | Weight | 124 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W21X83 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 83 lb/ft and has a cross sectional area of 24.4 in2. The height and width of the section are 21.4 in and 8.36 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: