Structural sectional properties for a 2L2.5X2X0.1875LLBB standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | 2L |
Section Name | Name | 2L2.5X2X0.1875LLBB |
Cross Sectional Area | A | 1.64 in2 |
Section Width | b | 2.5 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 | 0.79 in |
Radius of Gyrations about Y-Y | ry | 0.784 in |
Moment of Inertia about X-X | Ix | 1.02 in4 |
Moment of Intertia about Y-Y | Iy | 1.01 in4 |
Elastic Section Modulus about X-X | Sx | 0.586 in3 |
Elastic Section Modulus about Y-Y | Sy | 0.505 in3 |
Plastic Section Modulus about X-X | Zx | 1.06 in3 |
Plastic Section Modulus about Y-Y | Zy | 0.831 in3 |
Self Weight of section | Weight | 5.5 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | 2L |
Section Name | Name | 2L2.5X2X0.1875LLBB |
Cross Sectional Area | A | 1058 mm2 |
Section Width | b | 64 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 | 20 mm |
Radius of Gyrations about Y-Y | ry | 20 mm |
Moment of Inertia about X-X | Ix | 0 mm4 |
Moment of Intertia about Y-Y | Iy | 0 mm4 |
Elastic Section Modulus about X-X | Sx | 10000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 8000 mm3 |
Plastic Section Modulus about X-X | Zx | 17000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 14000 mm3 |
St. Venant Torsional Constant | J | NaN mm4 |
Warping Torsion Constant | Cw | NaN mm6 |
Self Weight of section | Weight | 8 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A 2L2.5X2X0.1875LLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 5.5 lb/ft and has a cross sectional area of 1.64 in2. The height and width of the section are 2 in and 2.5 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: