Section properties for M8X6.5
Structural sectional properties for a M8X6.5 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | M |
| Section Name | Name | M8X6.5 |
| Cross Sectional Area | A | 1.92 in2 |
| Section Width | b | 2.28 in |
| Section Depth | d | 8 in |
| Flange thickness | tf | 0.189 in |
| Web thickness | tw | 0.135 in |
| Radius of Gyration about X-X | rx | 3.11 in |
| Radius of Gyrations about Y-Y | ry | 0.443 in |
| Moment of Inertia about X-X | Ix | 18.5 in4 |
| Moment of Intertia about Y-Y | Iy | 0.376 in4 |
| Elastic Section Modulus about X-X | Sx | 4.63 in3 |
| Elastic Section Modulus about Y-Y | Sy | 0.329 in3 |
| Plastic Section Modulus about X-X | Zx | 5.43 in3 |
| Plastic Section Modulus about Y-Y | Zy | 0.529 in3 |
| St. Venant Torsional Constant | J | 0.0184 in4 |
| Warping Torsion Constant | Cw | 5.73 in6 |
| Self Weight of section per foot | Weight | 6.5 lb/ft |
A M8X6.5 steel section is a standard North American steel section in the M - Misc Wide Flange category. It weighs 6.5 lb/ft and has a cross sectional area of 1.92 in2. The height and width of the section are 8 in and 2.28 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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