Structural sectional properties for a 2L3X2X0.3125X0.750SLBB standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | 2L |
Section Name | Name | 2L3X2X0.3125X0.750SLBB |
Cross Sectional Area | A | 2.96 in2 |
Section Width | b | 3 in |
Section Depth | d | 2 in |
Flange thickness | tf | 0.313 in |
Web thickness | tw | 0.313 in |
Radius of Gyration about X-X | rx | 0.562 in |
Radius of Gyrations about Y-Y | ry | 1.67 in |
Moment of Inertia about X-X | Ix | 0.935 in4 |
Moment of Intertia about Y-Y | Iy | 8.26 in4 |
Elastic Section Modulus about X-X | Sx | 0.628 in3 |
Elastic Section Modulus about Y-Y | Sy | 2.45 in3 |
Plastic Section Modulus about X-X | Zx | 1.14 in3 |
Plastic Section Modulus about Y-Y | Zy | 4.1 in3 |
Self Weight of section per foot | Weight | 10 lb/ft |
A 2L3X2X0.3125X0.750SLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 10 lb/ft and has a cross sectional area of 2.96 in2. The height and width of the section are 2 in and 3 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: