Structural sectional properties for a M10X7.5 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | M |
Section Name | Name | M10X7.5 |
Cross Sectional Area | A | 2.22 in2 |
Section Width | b | 2.69 in |
Section Depth | d | 9.99 in |
Flange thickness | tf | 0.173 in |
Web thickness | tw | 0.13 in |
Radius of Gyration about X-X | rx | 3.85 in |
Radius of Gyrations about Y-Y | ry | 0.503 in |
Moment of Inertia about X-X | Ix | 33 in4 |
Moment of Intertia about Y-Y | Iy | 0.562 in4 |
Elastic Section Modulus about X-X | Sx | 6.6 in3 |
Elastic Section Modulus about Y-Y | Sy | 0.418 in3 |
Plastic Section Modulus about X-X | Zx | 7.77 in3 |
Plastic Section Modulus about Y-Y | Zy | 0.67 in3 |
St. Venant Torsional Constant | J | 0.0187 in4 |
Warping Torsion Constant | Cw | 13.5 in6 |
Self Weight of section per foot | Weight | 7.5 lb/ft |
A M10X7.5 steel section is a standard North American steel section in the M - Misc Wide Flange category. It weighs 7.5 lb/ft and has a cross sectional area of 2.22 in2. The height and width of the section are 9.99 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: