Structural sectional properties for a 2L8X6X1X0.375LLBB standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | 2L |
Section Name | Name | 2L8X6X1X0.375LLBB |
Cross Sectional Area | A | 26.2 in2 |
Section Width | b | 8 in |
Section Depth | d | 6 in |
Flange thickness | tf | 1 in |
Web thickness | tw | 1 in |
Radius of Gyration about X-X | rx | 2.49 in |
Radius of Gyrations about Y-Y | ry | 2.52 in |
Moment of Inertia about X-X | Ix | 162 in4 |
Moment of Intertia about Y-Y | Iy | 166 in4 |
Elastic Section Modulus about X-X | Sx | 30.2 in3 |
Elastic Section Modulus about Y-Y | Sy | 26.8 in3 |
Plastic Section Modulus about X-X | Zx | 54.6 in3 |
Plastic Section Modulus about Y-Y | Zy | 48.1 in3 |
Self Weight of section | Weight | 88.4 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | 2L |
Section Name | Name | 2L8X6X1X0.375LLBB |
Cross Sectional Area | A | 16903 mm2 |
Section Width | b | 203 mm |
Section Depth | d | 152 mm |
Flange thickness | tf | 25.4 mm |
Web thickness | tw | 25.4 mm |
Radius of Gyration about X-X | rx | 63 mm |
Radius of Gyrations about Y-Y | ry | 64 mm |
Moment of Inertia about X-X | Ix | 67000000 mm4 |
Moment of Intertia about Y-Y | Iy | 69000000 mm4 |
Elastic Section Modulus about X-X | Sx | 495000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 439000 mm3 |
Plastic Section Modulus about X-X | Zx | 895000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 788000 mm3 |
St. Venant Torsional Constant | J | NaN mm4 |
Warping Torsion Constant | Cw | NaN mm6 |
Self Weight of section | Weight | 132 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A 2L8X6X1X0.375LLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 88.4 lb/ft and has a cross sectional area of 26.2 in2. The height and width of the section are 6 in and 8 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: