Structural sectional properties for a 2L3.5X2.5X0.3125SLBB standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | 2L |
Section Name | Name | 2L3.5X2.5X0.3125SLBB |
Cross Sectional Area | A | 3.58 in2 |
Section Width | b | 3.5 in |
Section Depth | d | 2.5 in |
Flange thickness | tf | 0.313 in |
Web thickness | tw | 0.313 in |
Radius of Gyration about X-X | rx | 0.723 in |
Radius of Gyrations about Y-Y | ry | 1.58 in |
Moment of Inertia about X-X | Ix | 1.87 in4 |
Moment of Intertia about Y-Y | Iy | 8.94 in4 |
Elastic Section Modulus about X-X | Sx | 1 in3 |
Elastic Section Modulus about Y-Y | Sy | 2.55 in3 |
Plastic Section Modulus about X-X | Zx | 1.8 in3 |
Plastic Section Modulus about Y-Y | Zy | 4.05 in3 |
Self Weight of section | Weight | 12.2 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | 2L |
Section Name | Name | 2L3.5X2.5X0.3125SLBB |
Cross Sectional Area | A | 2310 mm2 |
Section Width | b | 89 mm |
Section Depth | d | 64 mm |
Flange thickness | tf | 8 mm |
Web thickness | tw | 8 mm |
Radius of Gyration about X-X | rx | 18 mm |
Radius of Gyrations about Y-Y | ry | 40 mm |
Moment of Inertia about X-X | Ix | 1000000 mm4 |
Moment of Intertia about Y-Y | Iy | 4000000 mm4 |
Elastic Section Modulus about X-X | Sx | 16000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 42000 mm3 |
Plastic Section Modulus about X-X | Zx | 29000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 66000 mm3 |
St. Venant Torsional Constant | J | NaN mm4 |
Warping Torsion Constant | Cw | NaN mm6 |
Self Weight of section | Weight | 18 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A 2L3.5X2.5X0.3125SLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 12.2 lb/ft and has a cross sectional area of 3.58 in2. The height and width of the section are 2.5 in and 3.5 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: