Structural sectional properties for a 2L3X2X0.1875X0.375SLBB standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | 2L |
Section Name | Name | 2L3X2X0.1875X0.375SLBB |
Cross Sectional Area | A | 1.83 in2 |
Section Width | b | 3 in |
Section Depth | d | 2 in |
Flange thickness | tf | 0.188 in |
Web thickness | tw | 0.188 in |
Radius of Gyration about X-X | rx | 0.577 in |
Radius of Gyrations about Y-Y | ry | 1.49 in |
Moment of Inertia about X-X | Ix | 0.61 in4 |
Moment of Intertia about Y-Y | Iy | 4.06 in4 |
Elastic Section Modulus about X-X | Sx | 0.396 in3 |
Elastic Section Modulus about Y-Y | Sy | 1.27 in3 |
Plastic Section Modulus about X-X | Zx | 0.703 in3 |
Plastic Section Modulus about Y-Y | Zy | 2.09 in3 |
Self Weight of section | Weight | 6.14 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | 2L |
Section Name | Name | 2L3X2X0.1875X0.375SLBB |
Cross Sectional Area | A | 1181 mm2 |
Section Width | b | 76 mm |
Section Depth | d | 51 mm |
Flange thickness | tf | 4.8 mm |
Web thickness | tw | 4.8 mm |
Radius of Gyration about X-X | rx | 15 mm |
Radius of Gyrations about Y-Y | ry | 38 mm |
Moment of Inertia about X-X | Ix | 0 mm4 |
Moment of Intertia about Y-Y | Iy | 2000000 mm4 |
Elastic Section Modulus about X-X | Sx | 6000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 21000 mm3 |
Plastic Section Modulus about X-X | Zx | 12000 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 | 9 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A 2L3X2X0.1875X0.375SLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 6.14 lb/ft and has a cross sectional area of 1.83 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: