Section properties for M10X8
Structural sectional properties for a M10X8 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | M |
| Section Name | Name | M10X8 |
| Cross Sectional Area | A | 2.37 in2 |
| Section Width | b | 2.69 in |
| Section Depth | d | 9.95 in |
| Flange thickness | tf | 0.182 in |
| Web thickness | tw | 0.141 in |
| Radius of Gyration about X-X | rx | 3.82 in |
| Radius of Gyrations about Y-Y | ry | 0.5 in |
| Moment of Inertia about X-X | Ix | 34.6 in4 |
| Moment of Intertia about Y-Y | Iy | 0.593 in4 |
| Elastic Section Modulus about X-X | Sx | 6.95 in3 |
| Elastic Section Modulus about Y-Y | Sy | 0.441 in3 |
| Plastic Section Modulus about X-X | Zx | 8.2 in3 |
| Plastic Section Modulus about Y-Y | Zy | 0.711 in3 |
| St. Venant Torsional Constant | J | 0.0224 in4 |
| Warping Torsion Constant | Cw | 14.2 in6 |
| Self Weight of section per foot | Weight | 8 lb/ft |
A M10X8 steel section is a standard North American steel section in the M - Misc Wide Flange category. It weighs 8 lb/ft and has a cross sectional area of 2.37 in2. The height and width of the section are 9.95 in and 2.69 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
Calcs.app