Dimensions and section properties for 2L7X4X0.4375X0.750SLBB
Structural sectional properties for a 2L7X4X0.4375X0.750SLBB standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L7X4X0.4375X0.750SLBB |
| Cross Sectional Area | A | 9.26 in2 |
| Section Width | b | 7 in |
| Section Depth | d | 4 in |
| Flange thickness | tf | 0.438 in |
| Web thickness | tw | 0.438 in |
| Radius of Gyration about X-X | rx | 1.12 in |
| Radius of Gyrations about Y-Y | ry | 3.56 in |
| Moment of Inertia about X-X | Ix | 11.6 in4 |
| Moment of Intertia about Y-Y | Iy | 117 in4 |
| Elastic Section Modulus about X-X | Sx | 3.72 in3 |
| Elastic Section Modulus about Y-Y | Sy | 15.9 in3 |
| Plastic Section Modulus about X-X | Zx | 6.61 in3 |
| Plastic Section Modulus about Y-Y | Zy | 25.5 in3 |
| Self Weight of section | Weight | 31.4 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | 2L |
| Section Name | Name | 2L7X4X0.4375X0.750SLBB |
| Cross Sectional Area | A | 5974 mm2 |
| Section Width | b | 178 mm |
| Section Depth | d | 102 mm |
| Flange thickness | tf | 11.1 mm |
| Web thickness | tw | 11.1 mm |
| Radius of Gyration about X-X | rx | 28 mm |
| Radius of Gyrations about Y-Y | ry | 90 mm |
| Moment of Inertia about X-X | Ix | 5000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 49000000 mm4 |
| Elastic Section Modulus about X-X | Sx | 61000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 261000 mm3 |
| Plastic Section Modulus about X-X | Zx | 108000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 418000 mm3 |
| St. Venant Torsional Constant | J | NaN mm4 |
| Self Weight of section | Weight | 47 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A 2L7X4X0.4375X0.750SLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. The height and width of the section are 4 in (102 mm) and 7 in (178 mm) respectively. It weighs 31.4 lb/ft (47 kg/m) and has a cross sectional area of 9.26 in2 (5974 mm2).
The section has a tensile yield capacity of:
kip
The section has a flexural plastic moment capacity of:
kip-ft
The section has a flexural elastic moment capacity of:
kip-ft