Section properties for C7X9.8
Structural sectional properties for a C7X9.8 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | C |
| Section Name | Name | C7X9.8 |
| Cross Sectional Area | A | 2.87 in2 |
| Section Width | b | 2.09 in |
| Section Depth | d | 7 in |
| Flange thickness | tf | 0.366 in |
| Web thickness | tw | 0.21 in |
| Radius of Gyration about X-X | rx | 2.72 in |
| Radius of Gyrations about Y-Y | ry | 0.578 in |
| Moment of Inertia about X-X | Ix | 21.2 in4 |
| Moment of Intertia about Y-Y | Iy | 0.957 in4 |
| Elastic Section Modulus about X-X | Sx | 6.07 in3 |
| Elastic Section Modulus about Y-Y | Sy | 0.617 in3 |
| Plastic Section Modulus about X-X | Zx | 7.19 in3 |
| Plastic Section Modulus about Y-Y | Zy | 1.26 in3 |
| St. Venant Torsional Constant | J | 0.0996 in4 |
| Warping Torsion Constant | Cw | 9.15 in6 |
| Self Weight of section per foot | Weight | 9.8 lb/ft |
A C7X9.8 steel section is a standard North American steel section in the C - Channel category. It weighs 9.8 lb/ft and has a cross sectional area of 2.87 in2. The height and width of the section are 7 in and 2.09 in respectively.
The section has a tensile yield capacity of:
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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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