Section properties for M6X4.4
Structural sectional properties for a M6X4.4 standard steel section
| Description | Symbol | Value |
|---|---|---|
| Shape Category / Designation | Type | M |
| Section Name | Name | M6X4.4 |
| Cross Sectional Area | A | 1.29 in2 |
| Section Width | b | 1.84 in |
| Section Depth | d | 6 in |
| Flange thickness | tf | 0.171 in |
| Web thickness | tw | 0.114 in |
| Radius of Gyration about X-X | rx | 2.36 in |
| Radius of Gyrations about Y-Y | ry | 0.372 in |
| Moment of Inertia about X-X | Ix | 7.23 in4 |
| Moment of Intertia about Y-Y | Iy | 0.18 in4 |
| Elastic Section Modulus about X-X | Sx | 2.41 in3 |
| Elastic Section Modulus about Y-Y | Sy | 0.195 in3 |
| Plastic Section Modulus about X-X | Zx | 2.8 in3 |
| Plastic Section Modulus about Y-Y | Zy | 0.311 in3 |
| St. Venant Torsional Constant | J | 0.0099 in4 |
| Warping Torsion Constant | Cw | 1.53 in6 |
| Self Weight of section per foot | Weight | 4.4 lb/ft |
A M6X4.4 steel section is a standard North American steel section in the M - Misc Wide Flange category. It weighs 4.4 lb/ft and has a cross sectional area of 1.29 in2. The height and width of the section are 6 in and 1.84 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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