Structural sectional properties for a MT6X5.9 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | MT |
Section Name | Name | MT6X5.9 |
Cross Sectional Area | A | 1.74 in2 |
Section Width | b | 3.07 in |
Section Depth | d | 6 in |
Flange thickness | tf | 0.225 in |
Web thickness | tw | 0.177 in |
Radius of Gyration about X-X | rx | 1.96 in |
Radius of Gyrations about Y-Y | ry | 0.561 in |
Moment of Inertia about X-X | Ix | 6.61 in4 |
Moment of Intertia about Y-Y | Iy | 0.543 in4 |
Elastic Section Modulus about X-X | Sx | 1.61 in3 |
Elastic Section Modulus about Y-Y | Sy | 0.354 in3 |
Plastic Section Modulus about X-X | Zx | 2.89 in3 |
Plastic Section Modulus about Y-Y | Zy | 0.575 in3 |
St. Venant Torsional Constant | J | 0.0249 in4 |
Warping Torsion Constant | Cw | 0.0337 in6 |
Self Weight of section per foot | Weight | 5.9 lb/ft |
A MT6X5.9 steel section is a standard North American steel section in the MT - Misc Tee Sections category. It weighs 5.9 lb/ft and has a cross sectional area of 1.74 in2. The height and width of the section are 6 in and 3.07 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: