Structural sectional properties for a 2L5X5X0.3125X0.750 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | 2L |
Section Name | Name | 2L5X5X0.3125X0.750 |
Cross Sectional Area | A | 6.14 in2 |
Section Width | b | 5 in |
Section Depth | d | 5 in |
Flange thickness | tf | 0.313 in |
Web thickness | tw | 0.313 in |
Radius of Gyration about X-X | rx | 1.56 in |
Radius of Gyrations about Y-Y | ry | 2.32 in |
Moment of Inertia about X-X | Ix | 14.9 in4 |
Moment of Intertia about Y-Y | Iy | 33 in4 |
Elastic Section Modulus about X-X | Sx | 4.08 in3 |
Elastic Section Modulus about Y-Y | Sy | 6.14 in3 |
Plastic Section Modulus about X-X | Zx | 7.3 in3 |
Plastic Section Modulus about Y-Y | Zy | 10.6 in3 |
Self Weight of section per foot | Weight | 20.6 lb/ft |
A 2L5X5X0.3125X0.750 steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 20.6 lb/ft and has a cross sectional area of 6.14 in2. The height and width of the section are 5 in and 5 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: