Structural sectional properties for a M10X9 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | M |
Section Name | Name | M10X9 |
Cross Sectional Area | A | 2.65 in2 |
Section Width | b | 2.69 in |
Section Depth | d | 10 in |
Flange thickness | tf | 0.206 in |
Web thickness | tw | 0.157 in |
Radius of Gyration about X-X | rx | 3.83 in |
Radius of Gyrations about Y-Y | ry | 0.503 in |
Moment of Inertia about X-X | Ix | 39 in4 |
Moment of Intertia about Y-Y | Iy | 0.672 in4 |
Elastic Section Modulus about X-X | Sx | 7.79 in3 |
Elastic Section Modulus about Y-Y | Sy | 0.5 in3 |
Plastic Section Modulus about X-X | Zx | 9.22 in3 |
Plastic Section Modulus about Y-Y | Zy | 0.809 in3 |
St. Venant Torsional Constant | J | 0.0314 in4 |
Warping Torsion Constant | Cw | 16.1 in6 |
Self Weight of section per foot | Weight | 9 lb/ft |
A M10X9 steel section is a standard North American steel section in the M - Misc Wide Flange category. It weighs 9 lb/ft and has a cross sectional area of 2.65 in2. The height and width of the section are 10 in and 2.69 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: