Dimensions and section properties for W12X210
Structural sectional properties for a W12X210 standard steel section
US Customary Units
| 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 | Weight | 210 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W12X210 |
| Cross Sectional Area | A | 39871 mm2 |
| Section Width | b | 325 mm |
| Section Depth | d | 373 mm |
| Flange thickness | tf | 48.3 mm |
| Web thickness | tw | 30 mm |
| Radius of Gyration about X-X | rx | 150 mm |
| Radius of Gyrations about Y-Y | ry | 83 mm |
| Moment of Inertia about X-X | Ix | 891000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 276000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 4785000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 1704000 mm3 |
| Plastic Section Modulus about X-X | Zx | 5703000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 2606000 mm3 |
| St. Venant Torsional Constant | J | 26930000 mm4 |
| Warping Torsion Constant | Cw | 7304000000000 mm6 |
| Self Weight of section | Weight | 313 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W12X210 steel section is a standard North American steel section in the W - Wide Flange category. The height and width of the section are 14.7 in (373 mm) and 12.8 in (325 mm) respectively. It weighs 210 lb/ft (313 kg/m) and has a cross sectional area of 61.8 in2 (39871 mm2).
The section has a tensile yield capacity of:
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The section has a flexural plastic moment capacity of:
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The section has a flexural elastic moment capacity of:
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