Structural sectional properties for a M12.5X11.6 standard steel section
Description | Symbol | Value |
---|---|---|
Shape Category / Designation | Type | M |
Section Name | Name | M12.5X11.6 |
Cross Sectional Area | A | 3.4 in2 |
Section Width | b | 3.5 in |
Section Depth | d | 12.5 in |
Flange thickness | tf | 0.211 in |
Web thickness | tw | 0.155 in |
Radius of Gyration about X-X | rx | 4.86 in |
Radius of Gyrations about Y-Y | ry | 0.667 in |
Moment of Inertia about X-X | Ix | 80.3 in4 |
Moment of Intertia about Y-Y | Iy | 1.51 in4 |
Elastic Section Modulus about X-X | Sx | 12.8 in3 |
Elastic Section Modulus about Y-Y | Sy | 0.864 in3 |
Plastic Section Modulus about X-X | Zx | 15 in3 |
Plastic Section Modulus about Y-Y | Zy | 1.37 in3 |
St. Venant Torsional Constant | J | 0.0414 in4 |
Warping Torsion Constant | Cw | 57.1 in6 |
Self Weight of section per foot | Weight | 11.6 lb/ft |
A M12.5X11.6 steel section is a standard North American steel section in the M - Misc Wide Flange category. It weighs 11.6 lb/ft and has a cross sectional area of 3.4 in2. The height and width of the section are 12.5 in and 3.5 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: