Structural sectional properties for a MC13X35 standard steel section

| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | MC |
| Section Name | Name | MC13X35 |
| Cross Sectional Area | A | 10.3 in2 |
| Section Width | b | 4.07 in |
| Section Depth | d | 13 in |
| Flange thickness | tf | 0.61 in |
| Web thickness | tw | 0.447 in |
| Radius of Gyration about X-X | rx | 4.95 in |
| Radius of Gyrations about Y-Y | ry | 1.09 in |
| Moment of Inertia about X-X | Ix | 252 in4 |
| Moment of Intertia about Y-Y | Iy | 12.3 in4 |
| Elastic Section Modulus about X-X | Sx | 38.8 in3 |
| Elastic Section Modulus about Y-Y | Sy | 3.97 in3 |
| Plastic Section Modulus about X-X | Zx | 46.5 in3 |
| Plastic Section Modulus about Y-Y | Zy | 8.04 in3 |
| St. Venant Torsional Constant | J | 1.13 in4 |
| Warping Torsion Constant | Cw | 412 in6 |
| Self Weight of section | Weight | 35 lb/ft |
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | MC |
| Section Name | Name | MC13X35 |
| Cross Sectional Area | A | 6645 mm2 |
| Section Width | b | 103 mm |
| Section Depth | d | 330 mm |
| Flange thickness | tf | 15.5 mm |
| Web thickness | tw | 11.4 mm |
| Radius of Gyration about X-X | rx | 126 mm |
| Radius of Gyrations about Y-Y | ry | 28 mm |
| Moment of Inertia about X-X | Ix | 105000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 5000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 636000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 65000 mm3 |
| Plastic Section Modulus about X-X | Zx | 762000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 132000 mm3 |
| St. Venant Torsional Constant | J | 470000 mm4 |
| Warping Torsion Constant | Cw | 111000000000 mm6 |
| Self Weight of section | Weight | 52 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A MC13X35 steel section is a standard North American steel section in the MC - Misc Channels category. The height and width of the section are 13 in (330 mm) and 4.07 in (103 mm) respectively. It weighs 35 lb/ft (52 kg/m) and has a cross sectional area of 10.3 in2 (6645 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: