Structural sectional properties for a MT6.25X6.2 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | MT |
Section Name | Name | MT6.25X6.2 |
Cross Sectional Area | A | 1.82 in2 |
Section Width | b | 3.75 in |
Section Depth | d | 6.27 in |
Flange thickness | tf | 0.228 in |
Web thickness | tw | 0.155 in |
Radius of Gyration about X-X | rx | 2.01 in |
Radius of Gyrations about Y-Y | ry | 0.746 in |
Moment of Inertia about X-X | Ix | 7.29 in4 |
Moment of Intertia about Y-Y | Iy | 1 in4 |
Elastic Section Modulus about X-X | Sx | 1.61 in3 |
Elastic Section Modulus about Y-Y | Sy | 0.536 in3 |
Plastic Section Modulus about X-X | Zx | 2.92 in3 |
Plastic Section Modulus about Y-Y | Zy | 0.839 in3 |
St. Venant Torsional Constant | J | 0.0246 in4 |
Warping Torsion Constant | Cw | 0.0284 in6 |
Self Weight of section per foot | Weight | 6.2 lb/ft |
A MT6.25X6.2 steel section is a standard North American steel section in the MT - Misc Tee Sections category. It weighs 6.2 lb/ft and has a cross sectional area of 1.82 in2. The height and width of the section are 6.27 in and 3.75 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: