Structural sectional properties for a ST1.5X3.75 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | ST |
Section Name | Name | ST1.5X3.75 |
Cross Sectional Area | A | 1.1 in2 |
Section Width | b | 2.51 in |
Section Depth | d | 1.5 in |
Flange thickness | tf | 0.26 in |
Web thickness | tw | 0.349 in |
Radius of Gyration about X-X | rx | 0.426 in |
Radius of Gyrations about Y-Y | ry | 0.513 in |
Moment of Inertia about X-X | Ix | 0.2 in4 |
Moment of Intertia about Y-Y | Iy | 0.289 in4 |
Elastic Section Modulus about X-X | Sx | 0.187 in3 |
Elastic Section Modulus about Y-Y | Sy | 0.23 in3 |
Plastic Section Modulus about X-X | Zx | 0.351 in3 |
Plastic Section Modulus about Y-Y | Zy | 0.411 in3 |
St. Venant Torsional Constant | J | 0.0432 in4 |
Warping Torsion Constant | Cw | 0.00496 in6 |
Self Weight of section per foot | Weight | 3.75 lb/ft |
A ST1.5X3.75 steel section is a standard North American steel section in the ST - Standard Tee Sections category. It weighs 3.75 lb/ft and has a cross sectional area of 1.1 in2. The height and width of the section are 1.5 in and 2.51 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: