Structural sectional properties for a C9X13.4 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | C |
Section Name | Name | C9X13.4 |
Cross Sectional Area | A | 3.94 in2 |
Section Width | b | 2.43 in |
Section Depth | d | 9 in |
Flange thickness | tf | 0.413 in |
Web thickness | tw | 0.233 in |
Radius of Gyration about X-X | rx | 3.48 in |
Radius of Gyrations about Y-Y | ry | 0.666 in |
Moment of Inertia about X-X | Ix | 47.8 in4 |
Moment of Intertia about Y-Y | Iy | 1.75 in4 |
Elastic Section Modulus about X-X | Sx | 10.6 in3 |
Elastic Section Modulus about Y-Y | Sy | 0.954 in3 |
Plastic Section Modulus about X-X | Zx | 12.6 in3 |
Plastic Section Modulus about Y-Y | Zy | 1.94 in3 |
St. Venant Torsional Constant | J | 0.168 in4 |
Warping Torsion Constant | Cw | 28.2 in6 |
Self Weight of section per foot | Weight | 13.4 lb/ft |
A C9X13.4 steel section is a standard North American steel section in the C - Channel category. It weighs 13.4 lb/ft and has a cross sectional area of 3.94 in2. The height and width of the section are 9 in and 2.43 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: