Structural sectional properties for a HSS10X6X0.625 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | HSS |
Section Name | Name | HSS10X6X0.625 |
Cross Sectional Area | A | 16.4 in2 |
Section Width | b | 6 in |
Section Depth | d | 10 in |
Flange thickness | tf | 0.625 in |
Web thickness | tw | 0.625 in |
Radius of Gyration about X-X | rx | 3.5 in |
Radius of Gyrations about Y-Y | ry | 2.34 in |
Moment of Inertia about X-X | Ix | 201 in4 |
Moment of Intertia about Y-Y | Iy | 89.4 in4 |
Elastic Section Modulus about X-X | Sx | 40.2 in3 |
Elastic Section Modulus about Y-Y | Sy | 29.8 in3 |
Plastic Section Modulus about X-X | Zx | 51.3 in3 |
Plastic Section Modulus about Y-Y | Zy | 35.8 in3 |
St. Venant Torsional Constant | J | 209 in4 |
Self Weight of section per foot | Weight | 59.32 lb/ft |
A HSS10X6X0.625 steel section is a standard North American steel section in the HSS - Hollow Structural Sections category. It weighs 59.32 lb/ft and has a cross sectional area of 16.4 in2. The height and width of the section are 10 in and 6 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: