Section properties for MC6X15.3
Structural sectional properties for a MC6X15.3 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | MC |
| Section Name | Name | MC6X15.3 |
| Cross Sectional Area | A | 4.49 in2 |
| Section Width | b | 3.5 in |
| Section Depth | d | 6 in |
| Flange thickness | tf | 0.385 in |
| Web thickness | tw | 0.34 in |
| Radius of Gyration about X-X | rx | 2.38 in |
| Radius of Gyrations about Y-Y | ry | 1.05 in |
| Moment of Inertia about X-X | Ix | 25.3 in4 |
| Moment of Intertia about Y-Y | Iy | 4.91 in4 |
| Elastic Section Modulus about X-X | Sx | 8.44 in3 |
| Elastic Section Modulus about Y-Y | Sy | 2.01 in3 |
| Plastic Section Modulus about X-X | Zx | 9.91 in3 |
| Plastic Section Modulus about Y-Y | Zy | 3.85 in3 |
| St. Venant Torsional Constant | J | 0.223 in4 |
| Warping Torsion Constant | Cw | 30 in6 |
| Self Weight of section per foot | Weight | 15.3 lb/ft |
A MC6X15.3 steel section is a standard North American steel section in the MC - Misc Channels category. It weighs 15.3 lb/ft and has a cross sectional area of 4.49 in2. The height and width of the section are 6 in and 3.5 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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