Structural sectional properties for a 2L6X4X0.500X0.750LLBB standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | 2L |
Section Name | Name | 2L6X4X0.500X0.750LLBB |
Cross Sectional Area | A | 9.5 in2 |
Section Width | b | 6 in |
Section Depth | d | 4 in |
Flange thickness | tf | 0.5 in |
Web thickness | tw | 0.5 in |
Radius of Gyration about X-X | rx | 1.91 in |
Radius of Gyrations about Y-Y | ry | 1.77 in |
Moment of Inertia about X-X | Ix | 34.6 in4 |
Moment of Intertia about Y-Y | Iy | 29.8 in4 |
Elastic Section Modulus about X-X | Sx | 8.62 in3 |
Elastic Section Modulus about Y-Y | Sy | 6.81 in3 |
Plastic Section Modulus about X-X | Zx | 15.4 in3 |
Plastic Section Modulus about Y-Y | Zy | 12.9 in3 |
Self Weight of section per foot | Weight | 32.4 lb/ft |
A 2L6X4X0.500X0.750LLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 32.4 lb/ft and has a cross sectional area of 9.5 in2. The height and width of the section are 4 in and 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: