Structural sectional properties for a 2L3.5X2.5X0.500LLBB standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | 2L |
Section Name | Name | 2L3.5X2.5X0.500LLBB |
Cross Sectional Area | A | 5.54 in2 |
Section Width | b | 3.5 in |
Section Depth | d | 2.5 in |
Flange thickness | tf | 0.5 in |
Web thickness | tw | 0.5 in |
Radius of Gyration about X-X | rx | 1.08 in |
Radius of Gyrations about Y-Y | ry | 0.992 in |
Moment of Inertia about X-X | Ix | 6.48 in4 |
Moment of Intertia about Y-Y | Iy | 5.45 in4 |
Elastic Section Modulus about X-X | Sx | 2.82 in3 |
Elastic Section Modulus about Y-Y | Sy | 2.18 in3 |
Plastic Section Modulus about X-X | Zx | 5.04 in3 |
Plastic Section Modulus about Y-Y | Zy | 3.88 in3 |
Self Weight of section | Weight | 18.8 lb/ft |
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | 2L |
Section Name | Name | 2L3.5X2.5X0.500LLBB |
Cross Sectional Area | A | 3574 mm2 |
Section Width | b | 89 mm |
Section Depth | d | 64 mm |
Flange thickness | tf | 12.7 mm |
Web thickness | tw | 12.7 mm |
Radius of Gyration about X-X | rx | 27 mm |
Radius of Gyrations about Y-Y | ry | 25 mm |
Moment of Inertia about X-X | Ix | 3000000 mm4 |
Moment of Intertia about Y-Y | Iy | 2000000 mm4 |
Elastic Section Modulus about X-X | Sx | 46000 mm3 |
Elastic Section Modulus about Y-Y | Sy | 36000 mm3 |
Plastic Section Modulus about X-X | Zx | 83000 mm3 |
Plastic Section Modulus about Y-Y | Zy | 64000 mm3 |
St. Venant Torsional Constant | J | NaN mm4 |
Warping Torsion Constant | Cw | NaN mm6 |
Self Weight of section | Weight | 28 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A 2L3.5X2.5X0.500LLBB steel section is a standard North American steel section in the 2L - Doubled Angles category. It weighs 18.8 lb/ft and has a cross sectional area of 5.54 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: