Section properties for M6X3.7
Structural sectional properties for a M6X3.7 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | M |
| Section Name | Name | M6X3.7 |
| Cross Sectional Area | A | 1.09 in2 |
| Section Width | b | 2 in |
| Section Depth | d | 5.92 in |
| Flange thickness | tf | 0.129 in |
| Web thickness | tw | 0.098 in |
| Radius of Gyration about X-X | rx | 2.34 in |
| Radius of Gyrations about Y-Y | ry | 0.398 in |
| Moment of Inertia about X-X | Ix | 5.96 in4 |
| Moment of Intertia about Y-Y | Iy | 0.173 in4 |
| Elastic Section Modulus about X-X | Sx | 2.01 in3 |
| Elastic Section Modulus about Y-Y | Sy | 0.173 in3 |
| Plastic Section Modulus about X-X | Zx | 2.33 in3 |
| Plastic Section Modulus about Y-Y | Zy | 0.273 in3 |
| St. Venant Torsional Constant | J | 0.0053 in4 |
| Warping Torsion Constant | Cw | 1.45 in6 |
| Self Weight of section per foot | Weight | 3.7 lb/ft |
A M6X3.7 steel section is a standard North American steel section in the M - Misc Wide Flange category. It weighs 3.7 lb/ft and has a cross sectional area of 1.09 in2. The height and width of the section are 5.92 in and 2 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
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