Structural sectional properties for a ST3X6.25 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | ST |
Section Name | Name | ST3X6.25 |
Cross Sectional Area | A | 1.83 in2 |
Section Width | b | 3.33 in |
Section Depth | d | 3 in |
Flange thickness | tf | 0.359 in |
Web thickness | tw | 0.232 in |
Radius of Gyration about X-X | rx | 0.831 in |
Radius of Gyrations about Y-Y | ry | 0.702 in |
Moment of Inertia about X-X | Ix | 1.26 in4 |
Moment of Intertia about Y-Y | Iy | 0.901 in4 |
Elastic Section Modulus about X-X | Sx | 0.547 in3 |
Elastic Section Modulus about Y-Y | Sy | 0.541 in3 |
Plastic Section Modulus about X-X | Zx | 1.01 in3 |
Plastic Section Modulus about Y-Y | Zy | 0.93 in3 |
St. Venant Torsional Constant | J | 0.083 in4 |
Warping Torsion Constant | Cw | 0.0197 in6 |
Self Weight of section per foot | Weight | 6.25 lb/ft |
A ST3X6.25 steel section is a standard North American steel section in the ST - Standard Tee Sections category. It weighs 6.25 lb/ft and has a cross sectional area of 1.83 in2. The height and width of the section are 3 in and 3.33 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: