Structural sectional properties for a HSS2.5X1.5X0.1875 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | HSS |
Section Name | Name | HSS2.5X1.5X0.1875 |
Cross Sectional Area | A | 1.19 in2 |
Section Width | b | 1.5 in |
Section Depth | d | 2.5 in |
Flange thickness | tf | 0.1875 in |
Web thickness | tw | 0.1875 in |
Radius of Gyration about X-X | rx | 0.86 in |
Radius of Gyrations about Y-Y | ry | 0.572 in |
Moment of Inertia about X-X | Ix | 0.882 in4 |
Moment of Intertia about Y-Y | Iy | 0.39 in4 |
Elastic Section Modulus about X-X | Sx | 0.705 in3 |
Elastic Section Modulus about Y-Y | Sy | 0.52 in3 |
Plastic Section Modulus about X-X | Zx | 0.915 in3 |
Plastic Section Modulus about Y-Y | Zy | 0.636 in3 |
St. Venant Torsional Constant | J | 0.929 in4 |
Self Weight of section per foot | Weight | 4.32 lb/ft |
A HSS2.5X1.5X0.1875 steel section is a standard North American steel section in the HSS - Hollow Structural Sections category. It weighs 4.32 lb/ft and has a cross sectional area of 1.19 in2. The height and width of the section are 2.5 in and 1.5 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: