Section properties for W6X9
Structural sectional properties for a W6X9 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | W |
| Section Name | Name | W6X9 |
| Cross Sectional Area | A | 2.68 in2 |
| Section Width | b | 3.94 in |
| Section Depth | d | 5.9 in |
| Flange thickness | tf | 0.215 in |
| Web thickness | tw | 0.17 in |
| Radius of Gyration about X-X | rx | 2.47 in |
| Radius of Gyrations about Y-Y | ry | 0.905 in |
| Moment of Inertia about X-X | Ix | 16.4 in4 |
| Moment of Intertia about Y-Y | Iy | 2.2 in4 |
| Elastic Section Modulus about X-X | Sx | 5.56 in3 |
| Elastic Section Modulus about Y-Y | Sy | 1.11 in3 |
| Plastic Section Modulus about X-X | Zx | 6.23 in3 |
| Plastic Section Modulus about Y-Y | Zy | 1.72 in3 |
| St. Venant Torsional Constant | J | 0.0405 in4 |
| Warping Torsion Constant | Cw | 17.7 in6 |
| Self Weight of section per foot | Weight | 9 lb/ft |
A W6X9 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 9 lb/ft and has a cross sectional area of 2.68 in2. The height and width of the section are 5.9 in and 3.94 in respectively.
The section has a tensile yield capacity of:
kip
The section has a flexural plastic moment capacity of:
kip-ft
The section has a flexural elastic moment capacity of:
kip-ft
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