Structural sectional properties for a C5X6.7 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | C |
Section Name | Name | C5X6.7 |
Cross Sectional Area | A | 1.97 in2 |
Section Width | b | 1.75 in |
Section Depth | d | 5 in |
Flange thickness | tf | 0.32 in |
Web thickness | tw | 0.19 in |
Radius of Gyration about X-X | rx | 1.95 in |
Radius of Gyrations about Y-Y | ry | 0.489 in |
Moment of Inertia about X-X | Ix | 7.48 in4 |
Moment of Intertia about Y-Y | Iy | 0.47 in4 |
Elastic Section Modulus about X-X | Sx | 2.99 in3 |
Elastic Section Modulus about Y-Y | Sy | 0.372 in3 |
Plastic Section Modulus about X-X | Zx | 3.55 in3 |
Plastic Section Modulus about Y-Y | Zy | 0.757 in3 |
St. Venant Torsional Constant | J | 0.0549 in4 |
Warping Torsion Constant | Cw | 2.22 in6 |
Self Weight of section per foot | Weight | 6.7 lb/ft |
A C5X6.7 steel section is a standard North American steel section in the C - Channel category. It weighs 6.7 lb/ft and has a cross sectional area of 1.97 in2. The height and width of the section are 5 in and 1.75 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: