Structural sectional properties for a 2L3X2X0.3125X0.375LLBB standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | 2L |
Section Name | Name | 2L3X2X0.3125X0.375LLBB |
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 | 0.945 in |
Radius of Gyrations about Y-Y | ry | 0.897 in |
Moment of Inertia about X-X | Ix | 2.64 in4 |
Moment of Intertia about Y-Y | Iy | 2.38 in4 |
Elastic Section Modulus about X-X | Sx | 1.32 in3 |
Elastic Section Modulus about Y-Y | Sy | 1.09 in3 |
Plastic Section Modulus about X-X | Zx | 2.38 in3 |
Plastic Section Modulus about Y-Y | Zy | 2.07 in3 |
Self Weight of section | Weight | 10 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | 2L |
Section Name | Name | 2L3X2X0.3125X0.375LLBB |
Cross Sectional Area | A | 1910 mm2 |
Section Width | b | 76 mm |
Section Depth | d | 51 mm |
Flange thickness | tf | 8 mm |
Web thickness | tw | 8 mm |
Radius of Gyration about X-X | rx | 24 mm |
Radius of Gyrations about Y-Y | ry | 23 mm |
Moment of Inertia about X-X | Ix | 1000000 mm4 |
Moment of Intertia about Y-Y | Iy | 1000000 mm4 |
Elastic Section Modulus about X-X | Sx | 22000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 18000 mm3 |
Plastic Section Modulus about X-X | Zx | 39000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 34000 mm3 |
St. Venant Torsional Constant | J | NaN mm4 |
Warping Torsion Constant | Cw | NaN mm6 |
Self Weight of section | Weight | 15 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A 2L3X2X0.3125X0.375LLBB 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: