Structural sectional properties for a W21X68 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W21X68 |
Cross Sectional Area | A | 20 in2 |
Section Width | b | 8.27 in |
Section Depth | d | 21.1 in |
Flange thickness | tf | 0.685 in |
Web thickness | tw | 0.43 in |
Radius of Gyration about X-X | rx | 8.6 in |
Radius of Gyrations about Y-Y | ry | 1.8 in |
Moment of Inertia about X-X | Ix | 1480 in4 |
Moment of Intertia about Y-Y | Iy | 64.7 in4 |
Elastic Section Modulus about X-X | Sx | 140 in3 |
Elastic Section Modulus about Y-Y | Sy | 15.7 in3 |
Plastic Section Modulus about X-X | Zx | 160 in3 |
Plastic Section Modulus about Y-Y | Zy | 24.4 in3 |
St. Venant Torsional Constant | J | 2.45 in4 |
Warping Torsion Constant | Cw | 6760 in6 |
Self Weight of section per foot | Weight | 68 lb/ft |
A W21X68 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 68 lb/ft and has a cross sectional area of 20 in2. The height and width of the section are 21.1 in and 8.27 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: