Structural sectional properties for a 2L8X8X0.5625X0.750 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | 2L |
Section Name | Name | 2L8X8X0.5625X0.750 |
Cross Sectional Area | A | 17.5 in2 |
Section Width | b | 8 in |
Section Depth | d | 8 in |
Flange thickness | tf | 0.563 in |
Web thickness | tw | 0.563 in |
Radius of Gyration about X-X | rx | 2.49 in |
Radius of Gyrations about Y-Y | ry | 3.57 in |
Moment of Inertia about X-X | Ix | 108 in4 |
Moment of Intertia about Y-Y | Iy | 223 in4 |
Elastic Section Modulus about X-X | Sx | 18.7 in3 |
Elastic Section Modulus about Y-Y | Sy | 26.6 in3 |
Plastic Section Modulus about X-X | Zx | 33.6 in3 |
Plastic Section Modulus about Y-Y | Zy | 45 in3 |
Self Weight of section per foot | Weight | 59.2 lb/ft |
A 2L8X8X0.5625X0.750 steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 59.2 lb/ft and has a cross sectional area of 17.5 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: