Structural sectional properties for a HSS6X4X0.250 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | HSS |
Section Name | Name | HSS6X4X0.250 |
Cross Sectional Area | A | 4.3 in2 |
Section Width | b | 4 in |
Section Depth | d | 6 in |
Flange thickness | tf | 0.25 in |
Web thickness | tw | 0.25 in |
Radius of Gyration about X-X | rx | 2.2 in |
Radius of Gyrations about Y-Y | ry | 1.61 in |
Moment of Inertia about X-X | Ix | 20.9 in4 |
Moment of Intertia about Y-Y | Iy | 11.1 in4 |
Elastic Section Modulus about X-X | Sx | 6.96 in3 |
Elastic Section Modulus about Y-Y | Sy | 5.56 in3 |
Plastic Section Modulus about X-X | Zx | 8.53 in3 |
Plastic Section Modulus about Y-Y | Zy | 6.45 in3 |
St. Venant Torsional Constant | J | 23.6 in4 |
Self Weight of section per foot | Weight | 15.62 lb/ft |
A HSS6X4X0.250 steel section is a standard North American steel section in the HSS - Hollow Structural Sections category. It weighs 15.62 lb/ft and has a cross sectional area of 4.3 in2. The height and width of the section are 6 in and 4 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: