Structural sectional properties for a C7X12.25 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | C |
Section Name | Name | C7X12.25 |
Cross Sectional Area | A | 3.59 in2 |
Section Width | b | 2.19 in |
Section Depth | d | 7 in |
Flange thickness | tf | 0.366 in |
Web thickness | tw | 0.314 in |
Radius of Gyration about X-X | rx | 2.59 in |
Radius of Gyrations about Y-Y | ry | 0.568 in |
Moment of Inertia about X-X | Ix | 24.2 in4 |
Moment of Intertia about Y-Y | Iy | 1.16 in4 |
Elastic Section Modulus about X-X | Sx | 6.92 in3 |
Elastic Section Modulus about Y-Y | Sy | 0.696 in3 |
Plastic Section Modulus about X-X | Zx | 8.46 in3 |
Plastic Section Modulus about Y-Y | Zy | 1.42 in3 |
St. Venant Torsional Constant | J | 0.161 in4 |
Warping Torsion Constant | Cw | 11.2 in6 |
Self Weight of section per foot | Weight | 12.25 lb/ft |
A C7X12.25 steel section is a standard North American steel section in the C - Channel category. It weighs 12.25 lb/ft and has a cross sectional area of 3.59 in2. The height and width of the section are 7 in and 2.19 in respectively.
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: