Structural sectional properties for a L8X4X1 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | L |
Section Name | Name | L8X4X1 |
Cross Sectional Area | A | 11.1 in2 |
Section Width | b | 8 in |
Section Depth | d | 4 in |
Flange thickness | tf | 1 in |
Web thickness | tw | 1 in |
Radius of Gyration about X-X | rx | 2.51 in |
Radius of Gyrations about Y-Y | ry | 1.03 in |
Moment of Inertia about X-X | Ix | 69.7 in4 |
Moment of Intertia about Y-Y | Iy | 11.6 in4 |
Elastic Section Modulus about X-X | Sx | 14 in3 |
Elastic Section Modulus about Y-Y | Sy | 3.94 in3 |
Plastic Section Modulus about X-X | Zx | 24.3 in3 |
Plastic Section Modulus about Y-Y | Zy | 7.73 in3 |
St. Venant Torsional Constant | J | 3.68 in4 |
Warping Torsion Constant | Cw | 12.9 in6 |
Self Weight of section | Weight | 37.4 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | L |
Section Name | Name | L8X4X1 |
Cross Sectional Area | A | 7161 mm2 |
Section Width | b | 203 mm |
Section Depth | d | 102 mm |
Flange thickness | tf | 25.4 mm |
Web thickness | tw | 25.4 mm |
Radius of Gyration about X-X | rx | 64 mm |
Radius of Gyrations about Y-Y | ry | 26 mm |
Moment of Inertia about X-X | Ix | 29000000 mm4 |
Moment of Intertia about Y-Y | Iy | 5000000 mm4 |
Elastic Section Modulus about X-X | Sx | 229000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 65000 mm3 |
Plastic Section Modulus about X-X | Zx | 398000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 127000 mm3 |
St. Venant Torsional Constant | J | 1532000 mm4 |
Warping Torsion Constant | Cw | 3000000000 mm6 |
Self Weight of section | Weight | 56 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A L8X4X1 steel section is a standard North American steel section in the L - Angle category. It weighs 37.4 lb/ft and has a cross sectional area of 11.1 in2. The height and width of the section are 4 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: