Section properties for HSS1.900X0.120
Structural sectional properties for a HSS1.900X0.120 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | HSS |
| Section Name | Name | HSS1.900X0.120 |
| Cross Sectional Area | A | 0.624 in2 |
| Section Depth | d | 1.9 in |
| Flange thickness | tf | 0.12 in |
| Web thickness | tw | 0.12 in |
| Radius of Gyration about X-X | rx | 0.634 in |
| Radius of Gyrations about Y-Y | ry | 0.634 in |
| Moment of Inertia about X-X | Ix | 0.251 in4 |
| Moment of Intertia about Y-Y | Iy | 0.251 in4 |
| Elastic Section Modulus about X-X | Sx | 0.264 in3 |
| Elastic Section Modulus about Y-Y | Sy | 0.264 in3 |
| Plastic Section Modulus about X-X | Zx | 0.356 in3 |
| Plastic Section Modulus about Y-Y | Zy | 0.356 in3 |
| St. Venant Torsional Constant | J | 0.501 in4 |
| Self Weight of section per foot | Weight | 2.28 lb/ft |
A HSS1.900X0.120 steel section is a standard North American steel section in the HSS - Hollow Structural Sections category. It weighs 2.28 lb/ft and has a cross sectional area of 0.624 in2. The height and width of the section are 1.9 in and - 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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