Structural sectional properties for a MC12X10.6 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | MC |
Section Name | Name | MC12X10.6 |
Cross Sectional Area | A | 3.1 in2 |
Section Width | b | 1.5 in |
Section Depth | d | 12 in |
Flange thickness | tf | 0.309 in |
Web thickness | tw | 0.19 in |
Radius of Gyration about X-X | rx | 4.22 in |
Radius of Gyrations about Y-Y | ry | 0.349 in |
Moment of Inertia about X-X | Ix | 55.3 in4 |
Moment of Intertia about Y-Y | Iy | 0.378 in4 |
Elastic Section Modulus about X-X | Sx | 9.22 in3 |
Elastic Section Modulus about Y-Y | Sy | 0.307 in3 |
Plastic Section Modulus about X-X | Zx | 11.6 in3 |
Plastic Section Modulus about Y-Y | Zy | 0.635 in3 |
St. Venant Torsional Constant | J | 0.0596 in4 |
Warping Torsion Constant | Cw | 11.7 in6 |
Self Weight of section per foot | Weight | 10.6 lb/ft |
A MC12X10.6 steel section is a standard North American steel section in the MC - Misc Channels category. It weighs 10.6 lb/ft and has a cross sectional area of 3.1 in2. The height and width of the section are 12 in and 1.5 in respectively.
The section has a tensile yield capacity of:
The section has a flexural plastic moment capacity of:
The section has a flexural elastic moment capacity of: