Structural sectional properties for a W12X210 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | W |
Section Name | Name | W12X210 |
Cross Sectional Area | A | 61.8 in2 |
Section Width | b | 12.8 in |
Section Depth | d | 14.7 in |
Flange thickness | tf | 1.9 in |
Web thickness | tw | 1.18 in |
Radius of Gyration about X-X | rx | 5.89 in |
Radius of Gyrations about Y-Y | ry | 3.28 in |
Moment of Inertia about X-X | Ix | 2140 in4 |
Moment of Intertia about Y-Y | Iy | 664 in4 |
Elastic Section Modulus about X-X | Sx | 292 in3 |
Elastic Section Modulus about Y-Y | Sy | 104 in3 |
Plastic Section Modulus about X-X | Zx | 348 in3 |
Plastic Section Modulus about Y-Y | Zy | 159 in3 |
St. Venant Torsional Constant | J | 64.7 in4 |
Warping Torsion Constant | Cw | 27200 in6 |
Self Weight of section per foot | Weight | 210 lb/ft |
A W12X210 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 210 lb/ft and has a cross sectional area of 61.8 in2. The height and width of the section are 14.7 in and 12.8 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: