Structural sectional properties for a MC6X15.1 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | MC |
Section Name | Name | MC6X15.1 |
Cross Sectional Area | A | 4.44 in2 |
Section Width | b | 2.94 in |
Section Depth | d | 6 in |
Flange thickness | tf | 0.475 in |
Web thickness | tw | 0.316 in |
Radius of Gyration about X-X | rx | 2.37 in |
Radius of Gyrations about Y-Y | ry | 0.883 in |
Moment of Inertia about X-X | Ix | 24.9 in4 |
Moment of Intertia about Y-Y | Iy | 3.46 in4 |
Elastic Section Modulus about X-X | Sx | 8.3 in3 |
Elastic Section Modulus about Y-Y | Sy | 1.73 in3 |
Plastic Section Modulus about X-X | Zx | 9.83 in3 |
Plastic Section Modulus about Y-Y | Zy | 3.3 in3 |
St. Venant Torsional Constant | J | 0.285 in4 |
Warping Torsion Constant | Cw | 20.5 in6 |
Self Weight of section per foot | Weight | 15.1 lb/ft |
A MC6X15.1 steel section is a standard North American steel section in the MC - Misc Channels category. It weighs 15.1 lb/ft and has a cross sectional area of 4.44 in2. The height and width of the section are 6 in and 2.94 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: