Dimensions and section properties for W8X67
Structural sectional properties for a W8X67 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W8X67 |
| Cross Sectional Area | A | 19.7 in2 |
| Section Width | b | 8.28 in |
| Section Depth | d | 9 in |
| Flange thickness | tf | 0.935 in |
| Web thickness | tw | 0.57 in |
| Radius of Gyration about X-X | rx | 3.72 in |
| Radius of Gyrations about Y-Y | ry | 2.12 in |
| Moment of Inertia about X-X | Ix | 272 in4 |
| Moment of Intertia about Y-Y | Iy | 88.6 in4 |
| Elastic Section Modulus about X-X | Sx | 60.4 in3 |
| Elastic Section Modulus about Y-Y | Sy | 21.4 in3 |
| Plastic Section Modulus about X-X | Zx | 70.1 in3 |
| Plastic Section Modulus about Y-Y | Zy | 32.7 in3 |
| St. Venant Torsional Constant | J | 5.05 in4 |
| Warping Torsion Constant | Cw | 1440 in6 |
| Self Weight of section | Weight | 67 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W8X67 |
| Cross Sectional Area | A | 12710 mm2 |
| Section Width | b | 210 mm |
| Section Depth | d | 229 mm |
| Flange thickness | tf | 23.7 mm |
| Web thickness | tw | 14.5 mm |
| Radius of Gyration about X-X | rx | 94 mm |
| Radius of Gyrations about Y-Y | ry | 54 mm |
| Moment of Inertia about X-X | Ix | 113000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 37000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 990000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 351000 mm3 |
| Plastic Section Modulus about X-X | Zx | 1149000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 536000 mm3 |
| St. Venant Torsional Constant | J | 2102000 mm4 |
| Warping Torsion Constant | Cw | 387000000000 mm6 |
| Self Weight of section | Weight | 100 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A W8X67 steel section is a standard North American steel section in the W - Wide Flange category. The height and width of the section are 9 in (229 mm) and 8.28 in (210 mm) respectively. It weighs 67 lb/ft (100 kg/m) and has a cross sectional area of 19.7 in2 (12710 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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