Structural sectional properties for a C8X18.75 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | C |
Section Name | Name | C8X18.75 |
Cross Sectional Area | A | 5.51 in2 |
Section Width | b | 2.53 in |
Section Depth | d | 8 in |
Flange thickness | tf | 0.39 in |
Web thickness | tw | 0.487 in |
Radius of Gyration about X-X | rx | 2.82 in |
Radius of Gyrations about Y-Y | ry | 0.598 in |
Moment of Inertia about X-X | Ix | 43.9 in4 |
Moment of Intertia about Y-Y | Iy | 1.97 in4 |
Elastic Section Modulus about X-X | Sx | 11 in3 |
Elastic Section Modulus about Y-Y | Sy | 1.01 in3 |
Plastic Section Modulus about X-X | Zx | 13.9 in3 |
Plastic Section Modulus about Y-Y | Zy | 2.17 in3 |
St. Venant Torsional Constant | J | 0.434 in4 |
Warping Torsion Constant | Cw | 25.1 in6 |
Self Weight of section per foot | Weight | 18.75 lb/ft |
A C8X18.75 steel section is a standard North American steel section in the C - Channel category. It weighs 18.75 lb/ft and has a cross sectional area of 5.51 in2. The height and width of the section are 8 in and 2.53 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: