Structural sectional properties for a C10X15.3 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | C |
Section Name | Name | C10X15.3 |
Cross Sectional Area | A | 4.48 in2 |
Section Width | b | 2.6 in |
Section Depth | d | 10 in |
Flange thickness | tf | 0.436 in |
Web thickness | tw | 0.24 in |
Radius of Gyration about X-X | rx | 3.88 in |
Radius of Gyrations about Y-Y | ry | 0.711 in |
Moment of Inertia about X-X | Ix | 67.3 in4 |
Moment of Intertia about Y-Y | Iy | 2.27 in4 |
Elastic Section Modulus about X-X | Sx | 13.5 in3 |
Elastic Section Modulus about Y-Y | Sy | 1.15 in3 |
Plastic Section Modulus about X-X | Zx | 15.9 in3 |
Plastic Section Modulus about Y-Y | Zy | 2.34 in3 |
St. Venant Torsional Constant | J | 0.209 in4 |
Warping Torsion Constant | Cw | 45.5 in6 |
Self Weight of section per foot | Weight | 15.3 lb/ft |
A C10X15.3 steel section is a standard North American steel section in the C - Channel category. It weighs 15.3 lb/ft and has a cross sectional area of 4.48 in2. The height and width of the section are 10 in and 2.6 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: