Dimensions and section properties for MT6X5
Structural sectional properties for a MT6X5 standard steel section
US Customary Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | MT |
| Section Name | Name | MT6X5 |
| Cross Sectional Area | A | 1.48 in2 |
| Section Width | b | 3.25 in |
| Section Depth | d | 5.99 in |
| Flange thickness | tf | 0.18 in |
| Web thickness | tw | 0.149 in |
| Radius of Gyration about X-X | rx | 1.96 in |
| Radius of Gyrations about Y-Y | ry | 0.594 in |
| Moment of Inertia about X-X | Ix | 5.62 in4 |
| Moment of Intertia about Y-Y | Iy | 0.517 in4 |
| Elastic Section Modulus about X-X | Sx | 1.36 in3 |
| Elastic Section Modulus about Y-Y | Sy | 0.318 in3 |
| Plastic Section Modulus about X-X | Zx | 2.45 in3 |
| Plastic Section Modulus about Y-Y | Zy | 0.509 in3 |
| St. Venant Torsional Constant | J | 0.0145 in4 |
| Warping Torsion Constant | Cw | 0.0202 in6 |
| Self Weight of section | Weight | 5 lb/ft |
Metric Units
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | MT |
| Section Name | Name | MT6X5 |
| Cross Sectional Area | A | 955 mm2 |
| Section Width | b | 83 mm |
| Section Depth | d | 152 mm |
| Flange thickness | tf | 4.6 mm |
| Web thickness | tw | 3.8 mm |
| Radius of Gyration about X-X | rx | 50 mm |
| Radius of Gyrations about Y-Y | ry | 15 mm |
| Moment of Inertia about X-X | Ix | 2000000 mm4 |
| Moment of Intertia about Y-Y | Iy | 0 mm4 |
| Elastic Section Modulus about X-X | Sx | 22000 mm3 |
| Elastic Section Modulus about Y-Y | Sy | 5000 mm3 |
| Plastic Section Modulus about X-X | Zx | 40000 mm3 |
| Plastic Section Modulus about Y-Y | Zy | 8000 mm3 |
| St. Venant Torsional Constant | J | 6000 mm4 |
| Warping Torsion Constant | Cw | 0 mm6 |
| Self Weight of section | Weight | 7 kg/m |
Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.
A MT6X5 steel section is a standard North American steel section in the MT - Misc Tee Sections category. It weighs 5 lb/ft and has a cross sectional area of 1.48 in2. The height and width of the section are 5.99 in and 3.25 in respectively.
The section has a tensile yield capacity of:
kip
The section has a flexural plastic moment capacity of:
kip-ft
The section has a flexural elastic moment capacity of:
kip-ft
Calcs.app