Section properties for HSS2-0.250X2-0.250X0.125
Structural sectional properties for a HSS2-0.250X2-0.250X0.125 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | HSS |
| Section Name | Name | HSS2-0.250X2-0.250X0.125 |
| Cross Sectional Area | A | 0.956 in2 |
| Section Width | b | 2.25 in |
| Section Depth | d | 2.25 in |
| Flange thickness | tf | 0.125 in |
| Web thickness | tw | 0.125 in |
| Radius of Gyration about X-X | rx | 0.863 in |
| Radius of Gyrations about Y-Y | ry | 0.863 in |
| Moment of Inertia about X-X | Ix | 0.712 in4 |
| Moment of Intertia about Y-Y | Iy | 0.712 in4 |
| Elastic Section Modulus about X-X | Sx | 0.633 in3 |
| Elastic Section Modulus about Y-Y | Sy | 0.633 in3 |
| Plastic Section Modulus about X-X | Zx | 0.755 in3 |
| Plastic Section Modulus about Y-Y | Zy | 0.755 in3 |
| St. Venant Torsional Constant | J | 1.15 in4 |
| Self Weight of section per foot | Weight | 3.48 lb/ft |
A HSS2-0.250X2-0.250X0.125 steel section is a standard North American steel section in the HSS - Hollow Structural Sections category. It weighs 3.48 lb/ft and has a cross sectional area of 0.956 in2. The height and width of the section are 2.25 in and 2.25 in respectively.
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
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