Section properties for C6X10.5
Structural sectional properties for a C6X10.5 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | C |
| Section Name | Name | C6X10.5 |
| Cross Sectional Area | A | 3.07 in2 |
| Section Width | b | 2.03 in |
| Section Depth | d | 6 in |
| Flange thickness | tf | 0.343 in |
| Web thickness | tw | 0.314 in |
| Radius of Gyration about X-X | rx | 2.22 in |
| Radius of Gyrations about Y-Y | ry | 0.529 in |
| Moment of Inertia about X-X | Ix | 15.1 in4 |
| Moment of Intertia about Y-Y | Iy | 0.86 in4 |
| Elastic Section Modulus about X-X | Sx | 5.04 in3 |
| Elastic Section Modulus about Y-Y | Sy | 0.561 in3 |
| Plastic Section Modulus about X-X | Zx | 6.18 in3 |
| Plastic Section Modulus about Y-Y | Zy | 1.14 in3 |
| St. Venant Torsional Constant | J | 0.128 in4 |
| Warping Torsion Constant | Cw | 5.91 in6 |
| Self Weight of section per foot | Weight | 10.5 lb/ft |
A C6X10.5 steel section is a standard North American steel section in the C - Channel category. It weighs 10.5 lb/ft and has a cross sectional area of 3.07 in2. The height and width of the section are 6 in and 2.03 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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