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 | Weight | 25 lb/ft |
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | MC |
| Section Name | Name | MC10X25 |
| Cross Sectional Area | A | 4735 mm2 |
| Section Width | b | 87 mm |
| Section Depth | d | 254 mm |
| Flange thickness | tf | 14.6 mm |
| Web thickness | tw | 9.7 mm |
| Radius of Gyration about X-X | rx | 98 mm |
| Radius of Gyrations about Y-Y | ry | 25 mm |
| Moment of Inertia about X-X | Ix | 46000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 3000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 361000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 49000 mm3 |
| Plastic Section Modulus about X-X | Zx | 429000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 93000 mm3 |
| St. Venant Torsional Constant | J | 266000 mm4 |
| Warping Torsion Constant | Cw | 33000000000 mm6 |
| Self Weight of section | Weight | 37 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A MC10X25 steel section is a standard North American steel section in the MC - Misc Channels category. The height and width of the section are 10 in (254 mm) and 3.41 in (87 mm) respectively. It weighs 25 lb/ft (37 kg/m) and has a cross sectional area of 7.34 in2 (4735 mm2).
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: