Structural sectional properties for a L7X4X0.625 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | L |
Section Name | Name | L7X4X0.625 |
Cross Sectional Area | A | 6.5 in2 |
Section Width | b | 7 in |
Section Depth | d | 4 in |
Flange thickness | tf | 0.625 in |
Web thickness | tw | 0.625 in |
Radius of Gyration about X-X | rx | 2.23 in |
Radius of Gyrations about Y-Y | ry | 1.1 in |
Moment of Inertia about X-X | Ix | 32.4 in4 |
Moment of Intertia about Y-Y | Iy | 7.79 in4 |
Elastic Section Modulus about X-X | Sx | 7.12 in3 |
Elastic Section Modulus about Y-Y | Sy | 2.56 in3 |
Plastic Section Modulus about X-X | Zx | 12.5 in3 |
Plastic Section Modulus about Y-Y | Zy | 4.69 in3 |
St. Venant Torsional Constant | J | 0.868 in4 |
Warping Torsion Constant | Cw | 2.37 in6 |
Self Weight of section per foot | Weight | 22.1 lb/ft |
A L7X4X0.625 steel section is a standard North American steel section in the L - Angle category. It weighs 22.1 lb/ft and has a cross sectional area of 6.5 in2. The height and width of the section are 4 in and 7 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: