Structural sectional properties for a MC10X25 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | MC |
Section Name | Name | MC10X25 |
Cross Sectional Area | A | 7.34 in2 |
Section Width | b | 3.41 in |
Section Depth | d | 10 in |
Flange thickness | tf | 0.575 in |
Web thickness | tw | 0.38 in |
Radius of Gyration about X-X | rx | 3.87 in |
Radius of Gyrations about Y-Y | ry | 0.993 in |
Moment of Inertia about X-X | Ix | 110 in4 |
Moment of Intertia about Y-Y | Iy | 7.25 in4 |
Elastic Section Modulus about X-X | Sx | 22 in3 |
Elastic Section Modulus about Y-Y | Sy | 2.96 in3 |
Plastic Section Modulus about X-X | Zx | 26.2 in3 |
Plastic Section Modulus about Y-Y | Zy | 5.65 in3 |
St. Venant Torsional Constant | J | 0.638 in4 |
Warping Torsion Constant | Cw | 124 in6 |
Self Weight of section per foot | Weight | 25 lb/ft |
A MC10X25 steel section is a standard North American steel section in the MC - Misc Channels category. It weighs 25 lb/ft and has a cross sectional area of 7.34 in2. The height and width of the section are 10 in and 3.41 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: