Section properties for C10X20
Structural sectional properties for a C10X20 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | C |
| Section Name | Name | C10X20 |
| Cross Sectional Area | A | 5.87 in2 |
| Section Width | b | 2.74 in |
| Section Depth | d | 10 in |
| Flange thickness | tf | 0.436 in |
| Web thickness | tw | 0.379 in |
| Radius of Gyration about X-X | rx | 3.67 in |
| Radius of Gyrations about Y-Y | ry | 0.69 in |
| Moment of Inertia about X-X | Ix | 78.9 in4 |
| Moment of Intertia about Y-Y | Iy | 2.8 in4 |
| Elastic Section Modulus about X-X | Sx | 15.8 in3 |
| Elastic Section Modulus about Y-Y | Sy | 1.31 in3 |
| Plastic Section Modulus about X-X | Zx | 19.4 in3 |
| Plastic Section Modulus about Y-Y | Zy | 2.7 in3 |
| St. Venant Torsional Constant | J | 0.368 in4 |
| Warping Torsion Constant | Cw | 56.9 in6 |
| Self Weight of section per foot | Weight | 20 lb/ft |
A C10X20 steel section is a standard North American steel section in the C - Channel category. It weighs 20 lb/ft and has a cross sectional area of 5.87 in2. The height and width of the section are 10 in and 2.74 in respectively.
The section has a tensile yield capacity of:
kip
The section has a flexural plastic moment capacity of:
kip-ft
The section has a flexural elastic moment capacity of:
kip-ft
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