Structural sectional properties for a 2L8X8X0.625X0.375 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | 2L |
Section Name | Name | 2L8X8X0.625X0.375 |
Cross Sectional Area | A | 19.4 in2 |
Section Width | b | 8 in |
Section Depth | d | 8 in |
Flange thickness | tf | 0.625 in |
Web thickness | tw | 0.625 in |
Radius of Gyration about X-X | rx | 2.48 in |
Radius of Gyrations about Y-Y | ry | 3.45 in |
Moment of Inertia about X-X | Ix | 119 in4 |
Moment of Intertia about Y-Y | Iy | 231 in4 |
Elastic Section Modulus about X-X | Sx | 20.6 in3 |
Elastic Section Modulus about Y-Y | Sy | 28.2 in3 |
Plastic Section Modulus about X-X | Zx | 37.2 in3 |
Plastic Section Modulus about Y-Y | Zy | 46.5 in3 |
Self Weight of section per foot | Weight | 65.4 lb/ft |
A 2L8X8X0.625X0.375 steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 65.4 lb/ft and has a cross sectional area of 19.4 in2. The height and width of the section are 8 in and 8 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: