Section properties for MC10X6.5
Structural sectional properties for a MC10X6.5 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | MC |
| Section Name | Name | MC10X6.5 |
| Cross Sectional Area | A | 1.95 in2 |
| Section Width | b | 1.17 in |
| Section Depth | d | 10 in |
| Flange thickness | tf | 0.202 in |
| Web thickness | tw | 0.152 in |
| Radius of Gyration about X-X | rx | 3.43 in |
| Radius of Gyrations about Y-Y | ry | 0.262 in |
| Moment of Inertia about X-X | Ix | 22.9 in4 |
| Moment of Intertia about Y-Y | Iy | 0.133 in4 |
| Elastic Section Modulus about X-X | Sx | 4.59 in3 |
| Elastic Section Modulus about Y-Y | Sy | 0.137 in3 |
| Plastic Section Modulus about X-X | Zx | 5.9 in3 |
| Plastic Section Modulus about Y-Y | Zy | 0.284 in3 |
| St. Venant Torsional Constant | J | 0.0191 in4 |
| Warping Torsion Constant | Cw | 2.76 in6 |
| Self Weight of section per foot | Weight | 6.5 lb/ft |
A MC10X6.5 steel section is a standard North American steel section in the MC - Misc Channels category. It weighs 6.5 lb/ft and has a cross sectional area of 1.95 in2. The height and width of the section are 10 in and 1.17 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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