Structural sectional properties for a MC10X22 standard steel section

| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | MC |
| Section Name | Name | MC10X22 |
| Cross Sectional Area | A | 6.45 in2 |
| Section Width | b | 3.32 in |
| Section Depth | d | 10 in |
| Flange thickness | tf | 0.575 in |
| Web thickness | tw | 0.29 in |
| Radius of Gyration about X-X | rx | 3.99 in |
| Radius of Gyrations about Y-Y | ry | 0.997 in |
| Moment of Inertia about X-X | Ix | 102 in4 |
| Moment of Intertia about Y-Y | Iy | 6.4 in4 |
| Elastic Section Modulus about X-X | Sx | 20.5 in3 |
| Elastic Section Modulus about Y-Y | Sy | 2.75 in3 |
| Plastic Section Modulus about X-X | Zx | 23.9 in3 |
| Plastic Section Modulus about Y-Y | Zy | 5.29 in3 |
| St. Venant Torsional Constant | J | 0.51 in4 |
| Warping Torsion Constant | Cw | 110 in6 |
| Self Weight of section | Weight | 22 lb/ft |
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | MC |
| Section Name | Name | MC10X22 |
| Cross Sectional Area | A | 4161 mm2 |
| Section Width | b | 84 mm |
| Section Depth | d | 254 mm |
| Flange thickness | tf | 14.6 mm |
| Web thickness | tw | 7.4 mm |
| Radius of Gyration about X-X | rx | 101 mm |
| Radius of Gyrations about Y-Y | ry | 25 mm |
| Moment of Inertia about X-X | Ix | 42000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 3000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 336000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 45000 mm3 |
| Plastic Section Modulus about X-X | Zx | 392000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 87000 mm3 |
| St. Venant Torsional Constant | J | 212000 mm4 |
| Warping Torsion Constant | Cw | 30000000000 mm6 |
| Self Weight of section | Weight | 33 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A MC10X22 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 3.32 in (84 mm) respectively. It weighs 22 lb/ft (33 kg/m) and has a cross sectional area of 6.45 in2 (4161 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: