Section properties for MC10X8.4
Structural sectional properties for a MC10X8.4 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | MC |
| Section Name | Name | MC10X8.4 |
| Cross Sectional Area | A | 2.46 in2 |
| Section Width | b | 1.5 in |
| Section Depth | d | 10 in |
| Flange thickness | tf | 0.28 in |
| Web thickness | tw | 0.17 in |
| Radius of Gyration about X-X | rx | 3.61 in |
| Radius of Gyrations about Y-Y | ry | 0.364 in |
| Moment of Inertia about X-X | Ix | 31.9 in4 |
| Moment of Intertia about Y-Y | Iy | 0.326 in4 |
| Elastic Section Modulus about X-X | Sx | 6.39 in3 |
| Elastic Section Modulus about Y-Y | Sy | 0.268 in3 |
| Plastic Section Modulus about X-X | Zx | 7.92 in3 |
| Plastic Section Modulus about Y-Y | Zy | 0.548 in3 |
| St. Venant Torsional Constant | J | 0.0413 in4 |
| Warping Torsion Constant | Cw | 7 in6 |
| Self Weight of section per foot | Weight | 8.4 lb/ft |
A MC10X8.4 steel section is a standard North American steel section in the MC - Misc Channels category. It weighs 8.4 lb/ft and has a cross sectional area of 2.46 in2. The height and width of the section are 10 in and 1.5 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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